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Enhancing Decision-Making for Human-Centered Construction Robotics: A Methodological Framework
(2024)
While the Architecture, Engineering, and Construction (AEC) industry is increasingly aware of the rising demands for productivity and human-centered construction improvements, the holistic adoption of robotics as a fundamental strategy to address these challenges has not yet reached comprehensive fruition. This paper therefore introduces a methodological framework aiming to address the industry's pressing need for a systematic approach for assessing the feasibility of integrating robotics into human-centered construction processes. It aims to enhance decision-making regarding the degree of automation in human-centered construction processes, ranging from partial to full robotization or non-robotization. The framework is characterized by a more holistic end-to-end data-/workflow and therefore adopts a multifaceted approach, leveraging BIM-based planning methodologies and integrating new technologies [e.g., Motion Capturing (MoCap), work process simulation software incorporating Digital Human Models (DHM), self-developed conversion/interfacing software and more] that have not been widely used in the industry to date. Subsequently, the framework is evaluated in a real-life bricklaying construction process to ensure a more application-based approach. Overall, the framework advances current construction processes with a more inclusive and conscious technology infill to empower construction professionals with the workflow and corresponding tools necessary for the practical integration of robotics into human-centered construction processes.
The RILEM TC 281–CCC ‘‘Carbonation of concrete with supplementary cementitious materials’’ conducted a study on the effects of supplementary cementitious materials (SCMs) on the carbonation rate of blended cement concretes and mortars. In this context, a comprehensive database has been established, consisting of 1044 concrete and mortar mixes with their associated carbonation depth data over time. The dataset comprises mix designs with a large variety of binders with up to 94% SCMs, collected from the literature as well as unpublished testing reports. The data includes chemical composition and physical properties of the raw materials, mix-designs, compressive strengths, curing and carbonation testing conditions. Natural carbonation was recorded for several years in many cases with both indoor and outdoor results. The database has been analysed to investigate the effects of binder composition and mix design, curing and preconditioning, and relative humidity on the carbonation rate. Furthermore, the accuracy of accelerated carbonation testing as well as possible correlations between compressive strength and carbonation resistance were evaluated. The analysis revealed that the w/CaOreactive ratio is a decisive factor for carbonation resistance, while curing and exposure conditions also influence carbonation. Under natural exposure conditions, the carbonation data exhibit significant variations. Nevertheless, probabilistic inference suggests that both accelerated and natural carbonation processes follow a square-root-of-time behavior, though accelerated and natural carbonation cannot be converted into each other without corrections. Additionally, a machine learning technique was employed to assess the influence of parameters governing the carbonation progress in concretes.
Der Einbau mineralischer, granularer Lasttransferschichten (LTS) zwischen einem Bau-werk und einer Tiefgründung z. B. aus pfahlartigen Traggliedern (PTG) beeinflusst erheb-lich die Lastaufteilung auf die PTG und den zumeist weichen Boden dazwischen. Eine genaue Kenntnis über die Lastaufteilung ist für die Bemessung der LTS und PTG, aber auch des darauf gegründeten Bauwerks erforderlich. Für die Quantifizierung der Lastauf-teilung wurden eine Vielzahl an Berechnungsansätzen entwickelt, welche zumeist auf Modell- oder Großversuchen basieren, aus deren Ergebnissen analytische Ansätze entwi-ckelt wurden. Zunächst werden ausgewählte Berechnungsansätze zur Lastaufteilung vor-gestellt, dann mit Hilfe von Finite-Element-Berechnungen der Einfluss verschiedener Parameter auf die Lastaufteilung veranschaulicht und diskutiert. Für geringe Dicken der LTS ergibt sich dabei eine hohe Übereinstimmung der FE-Berechnungen mit einem Durchstanzmechanismus. Ab einer bestimmten Dicke der LTS, abhängig von ver-schiedensten Randbedingungen, bildet sich in den FE-Berechnungen ein Gewölbe aus. Das Einstanzen der PTG in die LTS kann dann durch einen Grundbruchmechanismus beschrieben und als obere Begrenzung der Lastumlagerung auf die PTG angesehen wer-den. Anhand zahlreicher Vergleichsberechnungen konnte gezeigt werden, dass die beiden Mechanismen Durchstanzen und Grundbruch in sehr vielen Fällen ausreichen, um die Lastaufteilung auch ohne FE-Berechnungen abzuschätzen.
Es gibt eine Vielzahl von „Wie-erstelle-ich-ein Finite-Element-Programm?“-Lehrbüchern, aber nur recht wenige Veröffentlichungen zur Frage „Wie wende ich ein Finite-Element-Programm an?“. Dieses Buch legt den Schwerpunkt auf die zweite Fragestellung. Es basiert auf den Vorlesungen zur Anwendung der Finite-Element-Methode, die der Autor seit 1998 an der OTH Regensburg hält. Deren Inhalte kommen aus seiner Tätigkeit als Prüfingenieur für Baustatik in einem großen Münchener Ingenieurbüro. Behandelt werden sowohl Fragestellungen, mit denen sich jeder Ingenieur konfrontiert sieht, wenn er Berechnungen mit einem Finite-Element-Programm erstellen will, als auch Problempunkte, die im Büro des Autors im Zuge einer Projektbearbeitung auftraten und auf den ersten Blick gar nicht so klar waren. Der 2.Teil des zweibändigen Werkes befasst sich mit Themen aus der nichtlinearen Statik.
Digital Twins (DT) implementation in the Built Environment (BE) industry is still in its early stages. Aiming to increase the knowledge about DT, this study analyzes how DT can be understood in the BE sector and investigates its different potential benefits and expected challenges. To do so, the Systematic Literature Review (SLR) approach was employed. Using 228 publications, the current study presents a proposed definition and structure for DT systems. The proposed structure is based on four main layers: physical, digital, application, and user layers. The study also classified the applications of DT into six groups: sustainability and environmental, facility management, safety, health, and risk management, structural performance, construction management, and architectural and urban-related applications. The challenges of DT implementation were also grouped based on industry-related, social and organizational, economic, technological, and political and legal challenges. Based on the results, future research directions and practical recommendations were presented to support the successful deployment of the technology.
Als Alternative zur konventionellen Bettung von Leitungen und Rohren in Sand werden immer häufiger Zeitweise fließfähige, Selbstverdichtende Verfüllbaustoffe (ZFSV) verwendet. Die Bettung in ZFSV kann zu einer Zeit- und Kostenersparnis führen. In diesem Beitrag wird gezeigt, dass die Verwendung von ZFSV zur Rohrgrabenverfüllung gegenüber der konventionellen Sandbettung neben der Schonung der natürlichen Ressourcen zusätzlich ein Einsparpotenzial bezüglich der Treibhausgasemissionen aufweist.
Nach Einführung in die Thematik werden unter Berücksichtigungen der EBGEO und des aktuellen Entwurfs des neuen Eurocodes 7, Teil 3 numerische Berechnungen zur Beanspruchung unbewehrter pfahlartiger Tragglieder / Stabilisierungssäulen aufgrund von Spreizverformungen von Erddämmen durchgeführt. Dabei werden u.a. die Materialeigenschaften der Tragglieder und die Dehnsteifigkeiten eingelegter Geogitter variiert, sowie deren Einflüsse auf die Verdrehung und Verbiegung der Tragglieder aufgezeigt.
Measured building survey
(2022)
The precisely measured documentation of historical buildings by means of drawings – the building survey – serves several purposes: it is not only an important part of the scientific study of architecture, but also an essential basis for building measures in existing contexts. It is the only way to undertake well-founded research respectively detailed architectural planning, from structural improvement to conservation and restoration measures. In addition to a historical overview of building surveying as a method, this volume mainly offers practical assistance regarding the different methods for documenting historic buildings – starting from manual methods of measuring up to electronic and computer-aided utilities available today. The content is complemented by many illustrations and examples as well as an introduction to methods, that go beyond the mere graphic documentation and thus represent ways of conducting thorough building examinations. The book offers easy access to the topic of building surveying, both for students as well as for anyone dealing professionally with historic buildings
Stahlbetonkonstruktion
(2023)
Die Grundlagen der Berechnung von Stahlbetonbauteilen werden in diesem Lehrbuch anhand der mechanischen Beziehungen erläutert. Ausgehend von den Nachweisen für Biegung und Querkraft werden auch die Berechnungen für die im Hochbau üblichen Stahlbetonbauteile, wie Balken, Platten, Stützen und Flachdecken erarbeitet. Neben den Nachweisen für Trag- und Gebrauchstauglichkeit werden aufbauend auf den Bemessungsergebnissen die Konstruktionsregeln und Bewehrungsführungen umfangreich dargestellt. Die im Lehrbuch vorgestellten theoretischen Grundlagen werden anhand zahlreicher Abbildungen erläutert. In jedem Kapitel sind zum besseren Verständnis umfangreiche Bemessungsbeispiele mit Praxisbezug enthalten. Um die LeserInnen für die Baupraxis vorzubereiten, werden auch die Erstellung von statischen Berechnungen, Schalplänen und von Bewehrungsplänen behandelt. Damit wird für den Hochbau eine umfassende Basis des Stahlbetonbaus vermittelt, welche einen erfolgreichen Start ins Berufsleben gewährleistet.
Aufbauend auf den Grundlagen des Stahlbetonbaus wird in diesem Lehrbuch das Konzept der Bemessung von Stahlbetonkonstruktionen mittels Stabwerkmodellen erläutert. Dieses Bemessungskonzept wird insbesondere im Bereich der Detailnachweise und bei gedrungenen Tragwerken im Stahlbetonbau benötigt. Neben der generellen Modellbildung und Nachweismethodik werden auch die üblichen Modelle und Nachweise für häufig vorkommende Details vorgestellt. Hierbei werden insbesondere Krafteinleitungsbereiche, Konsolen, ausgeklinkte Auflager, Rahmenknoten, Querschnittssprünge, Trägeröffnungen und Wandartige Träger detailliert behandelt. Die im Lehrbuch vorgestellten theoretische Grundlagen werden anhand zahlreicher Abbildungen erläuterten. In jedem Kapitel sind zum besseren Verständnis umfangreiche Bemessungsbeispiele mit Praxisbezug enthalten.
Despite the existence of societies, journals, conferences, and doctoral programs that generate increasing numbers of doctorates and research publications design research is not a coherent intellectual field with a clear boundary of its subject matter, nor an academic discipline founded on a consensual understanding of its purpose, methodology and pedagogical curriculum; subsequently, there is hardly any commonality across doctoral programs and the assessment of a doctoral degree is difficult if not impossible, so criticised the late design historian Victor Margolin. He called to unify and bound design research to solve these problems. While agreeing with his critiques and appreciating his good intentions, I will argue that his call is impractical as well as undesirable due to the social circumstances and the nature of design inquiry and the changing academic research practice which tend towards inter/transdisciplinarity. Efforts should rather be directed to join fragmented design research in an evolving and inclusive manner to establish a dynamically connected discipline.
In “Design Research: Making of a Connected Discipline Part 1”, I argue that the social circumstances and the nature of design inquiry and the changing academic research practice which tend towards inter/ trans-disciplinarity render building a unified and bounded discipline unrealistic and undesirable. In place of unified and bounded, I suggest connected to be a more viable concept to think about disciplinary
research in design. Here in Part 2, I make some suggestions to start making of a connected discipline.
Eine Herausforderung performancebasierter Prüfverfahren zur Bewertung der Dauerhaftigkeit ist die Beschleunigung natürlicher Mechanismen. Dies ist notwendig, um innerhalb kurzer Zeit die Langzeit-Leistungsfähigkeit ermitteln zu können. Die Bestimmung der Frost-Tausalzbeständigkeit von Beton kann durch den CDF-Test erfolgen, welcher für Betone mit ausreichendem Frost-Tausalz-Widerstand sehr gut funktioniert. Bei Proben mit einer unzureichenden bzw. unbekannten Performance können erhöhte Randabwitterungen auftreten, welche durch das Ablösen des seitlichen Abdichtbands entstehen. Der zunehmende Randeinfluss führt so zu einer Verfälschung der Ergebnisse und zu einer Unterschätzung der tatsächlichen Performance des Bauteils. In diesem Beitrag werden Mörtel- und Betonprobekörper mit unterschiedlichen Abwitterungsraten in Anlehnung an das CDF-Verfahren untersucht. Zusätzlich wird die Oberflächenschädigung der Proben anhand einer neuartigen Messmethode mittels hochauflösendem 3D-Laserscanning ausgewertet. Die Ergebnisse zeigen, dass die Randeffekte mit der Laserscan-Methode umgangen und vergleichbare Ergebnisse zu den CDF-Untersuchungen erzielt werden können. Somit können Betone ohne Randeinflüsse charakterisiert und eine präzise Prognose der Langzeitbeständigkeit getroffen werden.
Die Carbonatisierung von Beton kann einerseits zu Schäden bei Stahlbetonbauwerken führen, andererseits kann der Beton so CO2 speichern und damit seinen CO2-Fußabdruck verringern. In diesem Beitrag wird dargestellt, wie eine effiziente Beschleunigung der Carbonatisierung durch Anlegen eines geringen äußeren Drucks erreicht werden kann. Damit wird neben der Diffusion der wesentlich schneller ablaufende Transportmechanismus der Permeation ausgenutzt, der das CO2 tiefer in das Probeninnere transportiert und damit in kurzer Zeit die Bestimmung des Carbonatisierungswiderstand zementgebundener Materialien ermöglicht. Hierzu wurde eine Prüfeinrichtung entwickelt, die es ermöglicht, die CO2-Konzentration und in gewissen Grenzen auch relative Luftfeuchte sowie die Temperatur gezielt einzustellen und zu steuern, um so Mörtel- und Betonproben schnell und präzise zu carbonatisieren. Der Einfluss verschiedener Druckstufen und Wechselzyklen wird dargelegt und die resultierenden chemischen und physikalischen Veränderungen der Proben bestimmt. Als besonders effizient und gleichzeitig realitätsnah erwies sich die konstante CO2-Beaufschlagung mit 3 Vol.-% CO2 mit zusätzlichem, moderatem Gasdruck. Das hier entwickelte Verfahren kann daher genutzt werden, um Betone schnell und effizient in zeitraffenden Materialtests hinsichtlich Carbonatisierungswiderstand zu charakterisieren.
Nach Einführung in die Thematik werden unter Berücksichtigung der EBGEO und des aktuellen Entwurfs des neuen Eurocodes 7, Teil 3 numerische Berechnungen zur Beanspruchung unbewehrter pfahlartiger Tragglieder/ Stabilisierungssäulen aufgrund von Spreizverformungen von Erddämmen durchgeführt. Dabei werden u.a. die Materi-aleigenschaften der Tragglieder und die Dehnsteifigkeiten eingelegter Geogitter variiert sowie deren Einflüsse auf die Verdrehung und Verbiegung der Tragglieder aufgezeigt.
Design research is an academic issue and increasingly a success factor for industrial,organizational and social innovation. Efficient methodical support is crucial. The fiercerejection of 1st generation design methods in the early 1970s resulted in thepostmodernist attitude of "no methods", and subsequently in the strong adoption ofscientific ways of thinking for design research. The situation regarding methodologyhas been characterized by unproductive dualisms such as scientific vs. designerlymethods, normative vs. descriptive methods, research vs. design. The potential of theearly (1st generation) methods is neglected and the practical usefulness of designresearch is impeded. The suggestion for 2nd generation methods, conceived asdiscursive instruments, as discussed by Rittel and others has hardly been taken up indesign. The development of MAPS is aimed at the support of practice-oriented design,innovation and research processes. The long-term aim is the development of anintegrated knowledge and communication platform for research through design. MAPSis based upon the idea of a productive reconciliation of the strong dualisms between"scientific" and "designerly" modes of inquiry and supports the emerging concept ofdesign thinking. The paper reports on the ongoing research and development processfrom MAPS1.0 towards MAPS2.0 and beyond.
Beyond Dualisms in Methodology. An Integrative Design Research Medium "MAPS" and some Reflections
(2008)
Design research is an academic issue and increasingly an essential success factor for industrial, organizational and social innovation. The fierce rejection of 1st generation design methods in the early 1970s resulted in the postmodernist attitude of "no methods", and subsequently, after more than a decade, in the strong adoption of scientific methods, or "the" scientific method, for design research. The current situation regarding methodology is characterized by unproductive dualisms such as scientific methods vs. designerly methods, normative methods vs. descriptive methods, research vs. design. The potential of the early (1st generation) methods is neglected and the practical usefulness of design research is impeded. The suggestion for 2nd generation methods as discussed by Rittel and others has hardly been taken up in design. The development of a methodological tool / medium for research through design – MAPS1 – (which is the central part of the paper) presents the cause and catalyst for some reflections about the usability / desirability / usefulness of methodical support for the design (research) process.
We currently observe an interesting paradox: on the one hand, a narrow and determined preoccupation with the world we actually live in, away from the multiple pasts and futures in which we are embedded. On the other hand, we note a recurrent appeal to transcend the present towards the future – without reference, however, to the questions, perspectives, value propositions and investments that might define the necessary steps for ‘moving forward’ in important areas of social, cultural and economic life.
In the pursuit of a relevant yet flexible foundation for research in the design disciplines, practice-led research has generated a tremendous amount of interest in the recent years. A designer’s knowledge synthesizes intellectual, creative, experimental and interpretative skills, arguably exceeding the forms of knowledge privileged by, and in, conventional research. The “Communicating (by) Design” conference seeks to investigate developments in the sphere of research by (or through) design. While our main concern originates in architecture, other design disciplines are also of interest.The conference will investigate one of the central challenges for the designbased researcher, namely that of communicating. Communicating here may be understood as a set of processes, activities and events, which take place on different levels in designing - from individual, inner dialogues, through the issue of naming and defining terms to a more general problem of the representation of design knowledge - in order to articulate a set of intentions and values to an audience (which may be oneself ). Exploring aspects of defining, framing and sharing within design, the role of listening will also be raised, as the attitude that constitutes connectivity and allows conversation. The relationship between theory and practice, or “creative” and “critical” modes of inquiry, will also form an important theme of discussion, with a view to drawing the contours of new “hybrid” research practices. We accordingly welcome different representational forms relating to designled research - formal, explorative and/or interpretative - reflecting both doing and thinking about designing. The “Communicating (by) Design” conference is organized jointly between: Sint-Lucas School of Architecture in Brussels and Ghent, Belgium and Department of Architecture at the Chalmers University of Technology in Göteborg, Sweden.
Abduction Revisited
(2009)
Designwissenschaft, Designtheorie, Designforschung ¿ diese Begriffe werden immer noch recht bunt gemischt verwendet. Wir halten Designwissenschaft für das übergeordnete Konzept, das die Aktivitäten und die Ergebnisse der Wissensproduktion im Design bezeichnet. Designwissenschaft entwirft auch Theorien und forscht, um neues Wissen im Design zu schaffen. Das Buch soll einige Aspekte des Für und Wider der Designwissenschaft erörtern. Es richtet sich an alle, die bezüglich der behandelten Themen nach Orientierung suchen. Das Buch wird auch signalisieren, in welch komplexe Kontexte Design eingebettet ist. Die vorliegende Sammlung bietet eine Momentaufnahme des Zustands der Designwissenschaft in Deutschland. Die Beiträge sind ernsthaft, engagiert, wenig ironisch und lassen Konvergenz in Richtung auf einen Konsens allenfalls erahnen. Es handelt sich, wie nicht anders zu erwarten, um eine erste Bestandsaufnahme, die, so hoffen wir, weitere Überlegungen, Diskussionen und Forschungen anregen wird.
We take abduction to be the central 'logical' and social "mechanism" of knowledge generation in general, applicable to everyday life, design, and the sciences. In our designerly methodological terms, we speak of ANALYSIS (the inductive phase), PROJECTION (the abductive phase) and SYNTHESIS (the deductive phase). We suppose that projection is enabled by abduction, and that understanding the abductive mechanisms in design PROJECTION is essential for the development of genuine designerly concepts of research. We hypothesize that transfer and transferability are relevant concepts and that establishing their relation to abduction is necessary. We set up quasi-experiments to examine design transfer. Based on the results of the experiments and following , we relate Peircean semiotics to his logical theory: his classes of signs are also classes of abduction. Firstly, we subscribe to Peirce's semiotic -a sign is in a triadic relation among object, interpretant and sign itself. Then we...
Unternehmensgruppe Max Bögl
(2017)
A methodology for the evaluation of the annual probability of occurrence of post-elastic seismic damage in realistic structures is presented. The seismic damage hazard analysis (SDHA) is carried out here by coupling conventional seismic hazard analysis (SHA) for the site and the structural response to earthquakes of different intensities. The structural performance is statistically investigated by conducting appropriate non-linear dynamic analyses for a limited set of real ground-motion records that might potentially pose a threat to the structure at the site. The merging of these two approaches permits calculation of the seismic hazard faced by the structure in direct damage terms. The methodology is presented in this paper with the aid of a simple illustrative case study where the annual probability of damage and, eventually, failure of a power house steel structure is computed. This methodology can find practical applications in seismic retrofit of nuclear power plant structures and in the evaluation of seismic damage hazards in new structure designs.
Projection before Analysis
(2009)
Specification of the target reliability levels is one of the key issues of the assessment of existing structures. ISO 13822:2010 and ISO 2394:1998 indicate procedures for deriving the target reliability levels by optimisation of the total cost related to an assumed remaining working life of a structure. In the submitted study this approach is applied to estimate the target reliability levels of an existing structural member in conjunction with the human safety criteria. Obtained results are critically compared with the recommendations given in present standards. It appears that the requirement on the same target reliability levels for existing structures as for new structures is uneconomical. Further, the cost optimisation seems to yield rather low reliability levels and human safety criteria become commonly decisive for specification of the target reliabilities of existing structures.
Straßenplanung
(2023)
„Intelligente und nachhaltige“ Straßenplanungen bestimmen in Zeiten knapper werdender öffentlicher Kassen und der Erfordernis zur Schonung der ökologischen Ressourcen zunehmend den Arbeitsalltag des planenden Ingenieurs. Das Buch integriert die einschlägigen Richtlinien, Merkblätter und Empfehlungen so in die existierenden theoretischen Straßenplanungsgrundlagen, dass sowohl der Studierende als auch der bereits im Beruf Stehende einen umfassenden Überblick über den neuesten Stand der Technik gewinnt.
Das Buch vermittelt das wesentliche Grundlagenwissen für die erfolgreiche digitale Planungsarbeit, beschreibt die grundlegenden Zusammenhänge und veranschaulicht sie anhand von Beispielen.
7 Year Itch
(2019)
Die Ausrüstung vollverdrängter pfahlartiger Elemente – bei Keller Betonstopfsäulen (BSS) genannt – mit Messtechnik ist während der Herstellung wegen des Einsatzes schwerer Rütteltechnik und fehlender Stahlbewehrung praktisch unmöglich. In Zusammenarbeit von Keller und der Fakultät Bauingenieurwesen der Ostbayerischen Technischen Hochschule Regensburg wurde ein Verfahren zur nachträglichen Installation der Messtechnik entwickelt, das axiale Dehnungsmessungen in den BSS während der Probebelastungen ermöglicht. Die Ausrüstung besteht u. a. aus faseroptischen Komponenten. Das Verfahren wurde in situ an 1:1 Versuchen auf einem Testfeld sowohl bei statischen als auch dynamischen Probebelastungen umgesetzt. Es wurden zwei unterschiedliche Messtechniken gemäß der jeweiligen Art der Probebelastungen eingesetzt. Daneben wurden robuste Piezometer in den Boden eingebracht, die kontinuierliche Porenwasserdruckmessungen nahe der Säulen ermöglichen. Zweck der verwendeten Messtechnik war es vor allem belastbarere Ergebnisse für effektive Bemessungen der Stopfsäulen zu liefern.
Design Research in Germany?
(2015)
Für die erfolgreiche Implementierung von KI-Systemen ist eine große Menge an relevanten (und gelabelten) Trainingsdaten nötig. Die Datenqualität, Format, Struktur und nicht zuletzt urheberrechtliche Belange schränken die unmittelbare Nutzung vorhandener Daten ein und hindern die gewinnbringende Nutzung dieser Technologien in der Praxis. In diesem Beitrag wird ein Ansatz vorgestellt, der auf Basis einer parametrischen bzw. regelbasierten Erstellung von BIM-Modellen synthetische, gelabelte Trainingsdaten für die nachgelagerte Nutzung in diversen KI-Workflows generiert. Die Modelle werden mithilfe einer C#-Anwendung über die API von Autodesk Revit erzeugt und können durch automatisiertes Postprocessing mittels Python zu annotierten Daten in gängigen Austauschformaten aufbereitet werden. Die synthetischen Bauwerksmodelle ermöglichen die Ableitung multimodaler Trainings-Datensätze. Das heißt, sie können in unterschiedlichen Dateiformaten vorgehalten werden. Dadurch lassen sich Datensätze erzeugen, die auf den jeweiligen Anwendungsfall zugeschnitten sind (z. B.: Rastergrafiken, Punktwolken, CAD- oder BIM-Formate). Die Daten lassen sich somit in entsprechende KI-Systeme integrieren. Dieser Lösungsansatz wird am Anwendungsbeispiel einer KI-gestützten Objektklassifizierung in 2D-Plänen auf Basis synthetischer Datensätze im COCO-Format durchgeführt. Die künstlich erzeugten Plandaten in Anlehnung an Positionspläne von rasterförmig aufgebauten Skelettbauwerken konnten erfolgreich einem KI-System als Trainingsdaten zugeführt werden. Damit wird die nahtlose Verkettung der einzelnen Prozessschritte (Modellierung, Annotation, Integration) validiert. Die Ergebnisse werden abschließend evaluiert und Optimierungsansätze diskutiert.
Bauautomatisierung und Robotik im Betonbau: Fallstudien zu Forschung, Entwicklung und Innovation
(2023)
There is great interest in developing an adequate partial factor format for the assessment of existing structures, and in particular bridges, that should be able to take various aspects into account linked to the fact that the structure already exists. As the structure is existing, additional information related to material parameters, loading conditions, local structural defects, etc. can be accounted for. In addition, the degree of conservatism needs to be well balanced to avoid unnecessary investment of resources in replacement or retrofitting. This contribution considers the experience gained in recent years in parallel with some ongoing standardisation work in relation to Eurocodes and the next edition of the fib Model Code for new and existing concrete structures. The current state of the art of partial factors for the assessment of existing structures is explored and the differences are assessed based on a comparison between (i) the use of recommended fixed partial factors as provided in many national and international codes, (ii) adjusted (flexible) partial factors derived for the individual case under consideration, and (ii) reliability-based verification. In order to assess the adequacy of proposals and identify some differences, the available partial factor formats are applied to two case studies of reinforced concrete bridges and they are critically assessed.
Haus B Ellerbek
(2020)
Vom Umlauftank zum Brauhaus und weiter in die Oper: Der Architekturführer Deutschland 2019 stellt 97 aktuelle Bauwerke vor. Recherchiert wurden die Bauten vom Deutschen Architekturmuseum (DAM). Außerdem waren die Architektenkammern der meisten Bundesländer mit Vorschlägen an der Auswahl beteiligt. Ein besonderes Augenmerk galt den Planungen junger, noch im Aufbau befindlicher Büros.
Die Reise, zu der der Architekturführer inspirieren möchte, beginnt im Norden Deutschlands, führt im Uhrzeigersinn über den Osten nach Süden und endet schließlich im Westen. Auf der Route liegen Metropolen, Groß- und Kleinstädte, auch Dörfer abseits der vertrauten Strecken sind dabei. Was dort zu finden ist, bietet eine große Bandbreite, sowohl was die Größenordnung der Bauten als auch ihre Entstehungsgeschichte und Nutzung angeht. Ob Museum, Theater, Villa, Wohnhaus, Studentenwohnheim, Umspannwerk, Sport- oder Bildungseinrichtung, Bibliothek, Verwaltungsbau, Sanierung, Umbau oder städtebauliches Ensemble – alle Gebäude haben gemeinsam, dass sie bemerkenswerte Beispiele der aktuellen Baukultur in Deutschland sind.
The expected lifespan of cement-based materials, particularly concrete, is at least 50 years. Changes in the pore structure of the material need to be considered due to external influences and associated transport processes. The expansion behaviour of concrete and mortar during freeze–thaw attacks, combined with de-icing salt agents, is crucial for both internal and external damage. It is essential to determine and simulate the expansion behaviour of these materials in the laboratory, as well as detect the slow, long-term expansion in real structures. This study measures the expansion of mortar samples during freeze–thaw loading using a high-resolution hand-held 3D laser scanner. The specimens are prepared with fully or partially saturated pore structures through water storage or drying. During freeze–thaw experiments, the specimens are exposed to pure water or a 3% sodium chloride solution (NaCl). Results show contraction during freezing and subsequent expansion during thawing. Both test solutions exhibit similar expansion behaviour, with differences primarily due to saturation levels. Further investigations are required to explore the changing expansion behaviour caused by increasing microcracking resulting from continuous freeze–thaw cycles. A numerical analysis using a 3D coupled hygro-thermo-mechanical (HTM) model is conducted to examine the freeze–thaw behaviour of the mortar. The model accurately represents the freezing deformation during the freeze–thaw cycle.
As use of digital fabrication increases in architecture, engineering and construction, the industry seeks appropriate management and processes to enable the adoption during the design/planning phase. Many enablers have been identified across various studies; however, a comprehensive synthesis defining the enablers of design for digital fabrication does not yet exist. This work conducts a systematic literature review of 59 journal articles published in the past decade and identifies 140 enablers under eight categories: actors, resources, conditions, attributes, processes, artefacts, values and risks. The enablers' frequency network is illustrated using an adjacency matrix. Through the lens of actor-network theory, the work creates a relational ontology to demonstrate the linkages between different enablers. Three examples are presented using onion diagrams: circular construction focus, business model focus and digital twin in industrialisation focus. Finally, this work discusses the intersection of relational ontology with process modelling to design future digital fabrication work routines.
Design Research in Germany?
(2015)
Pilot comparison of semi-probabilistic methods applied to RC structures with multiple failure modes
(2022)
BIM – das ist die Zukunft des Bauwesens. Mit BIM werden neue Grade der Digitalisierung und des vernetzten Arbeitens, des dynamischen Workflows ermöglicht. Doch wie sieht BIM in der Praxis aus? Das vorliegende Buch geht dieser Frage anhand eines praktischen Beispiels nach. Ein virtuelles Bauprojekt wird in jeder Lebensphase mit BIM realisiert. „Digitales Bauen mit BIM“ führt den Leser durch die verschiedenen Abschnitte, von der Planung über die konkrete Ausführung bis letztlich zum Betreiben des Gebäudes. Dabei versteht sich das Buch als Praxisleitfaden: Es setzt auf möglichst gut verständlich aufbereitetes Wissen. Der Band bietet Grundlageninformationen und führt in die Methode BIM als solche ein, die ihren festen Platz im Prozessmanagement bereits eingenommen hat. Es behandelt aber auch und vor allem die ganz konkreten Abschnitte und Schritte und die zur Anwendung kommenden Techniken, die in einem realen Bauprojekt mit BIM bewältigt werden können. Viele Grafiken sorgen für ein hohes Maß an Anschaulichkeit und unterstreichen die Praxisbezogenheit des Werks. Dabei kommen verschiedene Experten zu Wort und geben weitere hilfreiche Praxistipps. Wer eine Schritt-für-Schritt-Anleitung für BIM-Projekte sucht, der ist mit „Digitales Bauen mit BIM“ gut beraten.
Die Dauerhaftigkeit von Spritzbeton kann, insbesondere in seiner Verwendung als Stütz-und Ausbaumaterial im Tunnelbau, durch chemische Angriffe deutlich herabgesetzt werden. Im Forschungsprojekt "Entwicklung neuer dauerhafter und nachhaltiger Spritzbetone (ASSpC)" wurden Prüfkörper von Trocken-und Nassspritzbetonen in Großspritzversuchen hergestellt. Der Sulfatwiderstand und das Lösungsverhalten der Betone in sulfathaltigen wässrigen Lösungen wurden mit drei Testverfahren bestimmt und die Ergebnisse miteinander verglichen: Ein Pulvertestverfahren zeigt die Auflösung von Zementhydratphasen zugunsten der Neubildung von Calcit und Ettringit. Das Ausmaß der Sulfatdehnung an Bohrkernen, ermittelt im zweiten Testverfahren, korrespondiert mit dem chemischen Verhalten des gemahlenen Materials, insbesondere bezüglich der Reaktivität von calcium-und aluminium-haltigen Hydratphasen. Der Thaumasitwiderstand, ermittelt über Masseverlust von Prüf-körpern, zeigte eine weitgehende Übereinstimmung mit den zuvor genannten Tests. Die Verwendung von hochreinen Metakaolinen (7-10 M-% des Bindemittels) oder Feinstcalcit (5-10 M-% des Bindemittels) allein führte insgesamt zu deutlich geringerer Sulfatbeständigkeit. Hingegen konnten hohe Gehalte an Hüttensand oder Silikastaub auch in Kombination mit Metakaolin und Feinstcalcit den Sulfatwiderstand von Spritzbeton erhöhen.
The durability of shotcrete can be degraded by chemical attacks, especially if used as ground support in tunnel construction. In the course of the research project "Advanced and Sustainable Sprayed Concrete (ASSpC)" test specimens of dry-mix and wet-mix shotcrete were sprayed in large-scale tests. The sulfate resistance and the leaching behaviour of these shotcretes were assessed in sulfate-bearing solutions. A test procedure based on the use of shotcrete powders shows that hydrated cement phases dissolve in favour of calcite and ettringite neo-formation. The sulfate expansion measured on drill cores in the second procedure corresponds to the behaviour of the powders, especially regarding the reactivity of calcium-and aluminium-bearing hydrated phases. The resistance against thaumasite attack, assessed by measuring the mass loss of prisms, coincides with the former test results. The exclusive use of high-purity metakaolin (7-10 wt-% of binder) or fine calcium carbonate (5-10 wt-% of binder) leads to a decrease in the sulfate durability. However, high amounts of blast furnace slag or silica fume can increase the sulfate resistance of shotcrete even when used in combination with metakaolin or fine calcium carbonate.
Die vorliegende Publikation dokumentiert die Ergebnisse des Symposiums "Gestaltung, Funktion und Bedeutung antiker Treppenanlagen. Multiperspektivische Analyse einer transkulturellen Konstante", welches erstmals die Treppe und die Anfänge ihrer Reflexion in das Zentrum einer internationalen Fachtagung stellte. Diese fand im Rahmen der Symposienwochen der VolkswagenStiftung vom 20.–22. Oktober 2021 in Schloss Herrenhausen (Hannover) sowie im virtuellen Raum statt. Der Sammelband nähert sich einer kulturimmanenten wie transkulturellen Perspektive auf die Treppe an, indem Quellen unterschiedlicher Art und aus mehreren antiken Kulturräumen (Alter Orient, Ägypten, griechische Welt, Römisches Reich und Spätantike) untersucht werden. Das Studium des bauhistorischen Befundes wird so mit der Analyse von relevantem Bild- und Textmaterial kombiniert. Die jeweiligen Quellen zur Gestaltung, Funktion und Bedeutung der Treppenanlagen geben durch diese erweiterte Betrachtung Aufschluss darüber, welche Rolle jene für die Menschen in der Antike spielten.
Steps on Steps
(2022)
Die Nutzung virtueller Modelle zur Visualisierung historischer Gebäude stellt seit vielen Jahren einen Standard in der Vermittlung von Architekturgeschichte dar. Darüber hinaus besitzen diese Modelle ein großes Potenzial, um als Werkzeuge in Arbeitsprozessen von historischer Bauforschung und praktischer Denkmalpflege genutzt zu werden. Sie können beispielsweise dazu dienen, die Plausibilität von Rekonstruktionsvorschlägen frühzeitig im 3D-Raum zu überprüfen und mögliche Maßnahmen zwischen Wissenschaftler:innen, Politiker:innen, Bürger:innen und anderen Stakeholdern zu kommunizieren und diskutieren. In einem Workshop am Architekturreferat des DAI in Berlin wurde das virtuelle Modell des Basars von Aleppo als Fallstudie zu den genannten Fragen präsentiert.
The construction industry, supported by the materials industry, is a major user of natural resources. Automation and robotics have the potential to play a key role in the development of circular construction by increasing productivity, reducing waste, increasing safety, and mitigating labor shortages. Starting with a brief synopsis of the history of construction robotics and the concept of robot-oriented design, this article presents exemplary case studies of research projects and entrepreneurial activities in which the authors have participated that have contributed to the advancement of concrete construction. The activities of the authors have systematically led to spin-offs and start-ups, especially in recent years (e.g., CREDO Robotics GmbH, ARE23 GmbH, KEWAZO GmbH, ExlenTec Robotics GmbH, etc.), which shows that the use of construction robots is becoming an important part of the construction industry. With the use of automation and robotics in the built environment especially for concrete construction, current challenges such as the housing shortage can be addressed using the leading machinery and robot technology in Germany and other parts of the world. The knowledge and know-hows gained in these endeavors will lay the groundwork for the next frontier of construction robotics beyond the construction sites.
Fires in tunnels are known to lead to explosive spalling of the tunnel linings, mainly due to rapid expansion of water as a result of vaporization in the concrete. In order to determine water content and assess fire safety within tunnel linings a novel measurement system has been developed. The development process includes the calibration of the sensor system via both direct and indirect approaches. This work compares both calibration methods and shows the differences that can occur due to measurement uncertainty. This work presents the measured water content within the Inntal tunnel, Austria as a representative tunnel from a total of four investigated tunnels. The obtained water content is compared to that found in the literature, and recommendations for practical work in terms of fire safety is given.
Although the number and size of interconnected pores have been identified as the most important aspects of concrete microstructure, comprehensive datasets on shotcrete porosity and pore size distributions are still scarce and their key controls are poorly investigated. In this study we investigate the effects of the spraying process, setting accelerator addition and mix design on the microstructure of real-scale dry- and wet-mix shotcrete and hand-mixed and sprayed accelerated pastes. A newly proposed deconvolution analysis of the pore size distributions, measured by mercury intrusion porosimetry, offers increased precision in determining the critical and median pore diameter parameters. In total >50 samples were analysed. Results show that the dry-mix shotcrete exhibits a shift towards coarser pore sizes (∼100–1 μm) than wet-mix shotcrete. Combinations of different supplementary cementitious materials are favourable for producing wet-mix shotcretes with refined pore structures. The addition of setting accelerators, up to 10 wt-% of binder mass, and the spraying process cause systematic variations in the pore volume and pore structure of (sprayed) paste and shotcrete.
The use of robotics in construction projects is still in its infancy despite the opportunities that robots can present for the improvement of construction practices. One of the strategies to effectively increase the reliance on robots in construction is increasing the knowledge and improving the educational programs about robotics for university students. This paper contributes to the ongoing efforts worldwide to improve the teaching methods about construction robotics through the presentation of a novel method called “Imagine and Make”, in which students learn how to integrate robotics in different aspects and practices in construction projects. The method has been applied at Centrale Lille in France since 2018. The results of the application of “Imagine and Make” in the first semester of 2021–2022, evaluation by students, and teaching outcomes are reported in this paper.
The determination of durability-relevant material resistances of concrete is of great importance. They serve as input to engineering models to predict the durability of structures under real environmental conditions. The natural resistances have to be determined in time-consuming experiments, since the processes in nature are very slow. This is particularly important for new materials where long-term experience is not yet available. Thus, accelerated testing is required. Only that way new materials can be evaluated regarding their durability and subsequently be used in practical applications. For carbonation, a new R3 accelerated test method is presented in this contribution. An automated carbonation pressure chamber was developed. It consists of a pressure vessel, automated in such a way that it can apply gas overpressure of various intensities up to 8 bar to mortar and concrete samples. Simultaneously, it can control and regulate the ambient CO2 concentration from 0 to 99.5% in a fully automated and continuously variable procedure. Experiments were carried out with varying combinations of gas overpressure at CO2 concentrations of 3 vol.-% to achieve the most time-efficient carbonation of mortars and concretes. Mortars with different material compositions were used to evaluate the general suitability of the test procedure with the developed equipment. The automated carbonation pressure chamber enables reliable carbonation testing with a total duration under accelerated conditions of only 7 days.
Performance test methods intend to provide a fast, accurate and precise determination of a particular building material property and thus determine the associated material performance. In concrete, various performance tests are used to classify existing or to approve new materials, to compare concrete compositions or to determine causes of damage in existing structures. The challenge of such test methods is to accelerate natural (very slow) mechanisms to determine the material performance precisely within a short time. However, the attack on the material must not be unrealistically intensive, but must represent reality, just in fast motion. The performance tests used to demonstrate the freeze-thaw resistance of concrete employ a 3% NaCl solution, with literature data ranging from 1% to 10% showing that low concentrations can result in higher surface scaling. In this paper, mortar and concrete specimens are tested at 0, 1, 3, 6, and 9% NaCl solution following the CDF procedure (DIN CEN/TS 12390-9:2017-05). The results are discussed against the background of the existing literature and show that the damage is critically dependent on the pore system and thus also on the effect of the micro-ice lens pump. With increasing freeze-thaw exposition, the pessimum in the external damage shifts towards a de-icing salt concentration of 6%. Furthermore, a novel test methodology based on 3D-laserscanning is presented to determine scaling accurately by eliminating side effects that are typically present in current standards.
Digital workflows in the Architecture, Engineering and Construction (AEC) industry have been working with a wide range of software solutions trying to enable a Design-to-Production (DtP) end-to-end data flow. Thereby, state-of-the-art software solutions attempt to streamline the design and production processes accordingly.
However, most digital workflows lack in terms of adequate sequential data preparation, agglomeration, and interfacing capabilities for consecutive design phases. These issues result in long, tedious correction loops, a wide range of software solutions and extensions to mitigate the issues. In addition, many digital workflows do not consider or integrate construction, production and machine relevant data holistically (respectively geometry and semantics). In this context, the production relevant data in from of human-centered work process data referring to digital human models (DHM), derived human abilities, safety and ergonomic criteria are often neglected. However, this is essential to interface the construction, human and machine relevant data in a holistic manner.
This paper therefore proposes a DtP-workflow which is intended to solve some of the issues by interfacing relevant software solutions incorporating construction, production (including DHM and more) and machine relevant data in a holistic manner using a Building Information Modeling (BIM)-approach (based on the IFC schema). In this regard, the DtP-workflow aims to reverse common top-down digital workflows by considering and integrating the relevant data for consecutive design phases from the beginning. Subsequently, the DtP-workflow should achieve a reduction in planning effort.
Dieser Beitrag führt die im Mauerwerk-Kalender 2022 begonnene Reihe zur digitalen Transformation der Planung im Bauwesen weiter. Dazu werden mit Hinblick auf die Anwendung im Wohnungsbau zunächst relevante Grundlagen der digitalen Transformation des Bauwesens in Abschnitt~2 sowie künstlicher Intelligenz (KI), maschinelles und tiefes Lernen in Abschnitt~3 eingeführt. Insbesondere verfolgt Abschnitt~3 zur KI die Erzielung eines begrifflichen und semantischen Verständnisses verschiedener KI-Algorithmen, Modelle und für das Arbeiten mit Daten, insbesondere für die in Abschnitt~4 und~5 betrachteten Anwendungsbeispiele und Zukunftspotenziale im Wohnungsbau. In Abschnitt~4 werden Anwendungen von KI in den Lebenszyklusphasen eines Immobilienprojekts anhand von Beispielen aufgezeigt. Dabei werden Beispiele zum generativen Design von Wohnungsgrundrissen in frühen Planungsphasen, die Unterstützung von statischen Berechnungen mit KI, der Einsatz von KI im Zuge der Bauausführung sowie im Betrieb einer Immobilie detaillierter betrachtet. Abgeschlossen wird dieser Beitrag mit einem Ausblick, welcher die Gesamtheit der dargestellten Inhalte betrachtet und bewertet, sodass ein Ableiten von Schlussfolgerungen, Implikationen und Empfehlungen für Forschung und Baupraxis bzgl. der digitalen Transformation und des Einsatzes von KI möglich wird.
Dieser Beitrag führt zunächst in die digitale Transformation (DT) des Bauwesens und deren wesentliche Methoden wie BIM, digitaler Zwilling etc. ein. Zur Erzielung eines begrifflichen und semantischen Verständnisses werden die Definitionen zudem an Anwendungsbeispielen veranschaulicht. Neben den Gründen für die DT werden der Status quo sowie der Weg vom analogen Planen und Bauen zur Vision „Planen und Bauen~4.0“ dargestellt. Kernelemente sind verschiedene Ansatzpunkte, Entscheidungshilfen und Schlüsse zur Begegnung der technischen und adaptiven Herausforderungen der DT auf Unternehmer‑, aber auch Hochschulniveau. Insbesondere der Faktor Mensch und dessen humane wie technische Kollaborations- und Vernetzungsfähigkeit wird in diesem Beitrag Rechnung getragen. Abschließend wird neben einer Zusammenfassung der dargestellten Inhalte zudem ein Ausblick für die DT im Bauwesen bis hin zum Einsatz von Robotik und KI für den im nächsten Jahr erscheinenden zweiten Teil dieses Beitrags gegeben.
Dokumentation, Vorbereitungen und
Ergebnisse der zweijährigen Messperiode vom 01.11.2014 bis 31.10.2016
Ausgehend von Konzeption und Planungsdaten für das Effizienzhaus Plus der Firma Karl Bachl GmbH & Co. KG in Deggendorf‐Natternberg berichten wir über die Ergebnisse des energetischen Monitorings über den Zeitraum von zwei Messjahren vom 01.11.2014 bis 31.10.2016. Die OTH Regensburg wurde mit der wissenschaftlichen Begleitforschung dieses Modellprojekts im Rahmen des Zukunft‐Bau‐Netzwerks Effizienzhaus Plus1 beauftragt.
Das Gebäude wird vorwiegend solarthermisch beheizt, ergänzt durch eine elektrische Nachheizung. Neben Solarkollektoren befinden sich auch PV‐Module auf dem Dach, deren Erträge den Jahresstrombedarf bilan‐ ziell decken. Durch Einsatz eines Batteriespeichers kann der Anteil des selbst genutzten PV‐Stroms erhöht werden.
Die Gesamtbilanz des ersten Jahres zeigt, dass das Gebäude primär‐ und endenergetisch die Anforderungen an den Effizienzhaus Plus Standard erfüllt.
Wir stellen die Energieflüsse, Gewinne und Verbräuche, sowie die Wirkungsgrade, den solaren und elektrischen Deckungsgrad und den Autarkiegrad des Gebäudes im Detail vor und diskutieren den Einfluss des elektrischen Batteriespeichers sowie der thermischen Verluste aus dem Pufferspeicher.
Verbesserungspotentiale werden in der Beseitigung von haustechnischen Fehlfunktionen und in einer stärkeren Dämmung des Pufferspeichers gesehen. Dieser ist zudem für den beabsichtigten Zweck nach den Erkenntnissen aus den empirischen Messungen zu groß dimensioniert, wodurch sich für künftige Projekte ein Einsparungspotential ergibt.
Mauerwerk-Kalender 2023
(2023)
Specifying the target reliability levels is one of the key issues in the assessment of existing structures. For a majority of existing buildings and infrastructures, the design life has been reached or will be reached in the near future. These structures need to be reassessed in order to verify their safety. Eurocodes provide a general basis primarily intended for the design of new structures, but the basic principles can be used for assessing existing buildings, too. Reliability levels are generally based on both economic optimization and criteria for human safety. In this study, both methods are elaborated for existing structures. It appears that the requirement for the same target reliability for existing and new structures is uneconomical. Further, cost optimization seems to yield rather low reliability levels and human safety criteria often become the critical factor. The study concludes with practical guidelines for establishing reliability indices for existing structures linked to Eurocode principles.
Parametric modeling is a well-established methodology in the field of mechanical engineering. It allows for the creation of flexible geometric models using parameters for dimensions and makes it possible to define numeric relationships between these parameters by means of mathematical formulas and define geometric-topological constraints between geometric entities. The result is a flexible geometric model that can be steered through the manipulation of its primary parameters. In contrast to explicit geometric models with fixed dimensions, a parametric model can capture the design intent and represent domain knowledge. The use of parametric modeling techniques is particularly beneficial for designing bridges. This is because the geometric design of bridges is mainly determined by external constraints resulting from the size and the layout of both the overlying and the undercrossing carriageway. This reduces the effort required for reworking when changes are made, while simultaneously providing a high degree of reusability for the model in other, similar projects, resulting in significantly increased efficiency in the bridge design process. Because of the strong fragmentation of the architecture, engineering, and construction (AEC) industry, the data exchange between the different participants in a construction project is of crucial importance. The use of neutral, open data formats has proved to be the most suitable approach to realize this data exchange. However, currently existing neutral data formats do not allow for an exchange of parametric geometry. To overcome these technical limitations, this paper introduces an extension to the IFC-Bridge format, thus providing a means of interchanging parametric bridge models. This article describes in detail the necessary entities introduced to define parameters and capture dimensional and geometric constraints. The suitability of the developed extensions is proved by presenting the successful transfer of parametric bridge models between two parametric design systems as well as from a design system to a structural analysis system.
Die Feuchtigkeit in oberflächennahen Schichten der Tunnelinnenschalen ist neben der Temperaturentwicklung und Dehnungsbehinderung maßgebend für das Abplatzverhalten der Schale im Brandfall. Die Feuchte ändert sich mit den Umgebungsbedingungen. Die Feuchteverteilungen und Änderungen über den Jahreszyklus sind derzeit weitgehend unbekannt. Um ein Modell zu entwickeln ist es notwendig anhand zuverlässiger Messdaten einen Überblick über die Feuchteverteilung in Abhängigkeit des Tunnelklimas zu bekommen. Die Messung in verschiedenen Tiefenstufen im Tunnel und in der Klimakammer erfolgt mit spezifischen Sensoren und Datenerfassungseinheiten. Die Sensoren müssen für den Einsatz im Beton richtig ausgewählt und geschützt werden. Aufbauend auf diesen realen Messdaten soll dann ein bauphysikalisches Modell entwickelt werden.
The Leonardo da Vinci Project, “Innovation Transfer in Risk Assessment and Management of Aging Infrastructures”, CZ/13/LLP-LdV/TOI/134014, addresses the urgent need to train students, young engineers and professionals in the assessment of existing infrastructures. The future of the construction industry lies in moving from new constructions towards the maintenance, repair and rehabilitation of existing structures, particularly of aging infrastructures. Risk management consisting of risk assessment and risk control of existing structure therefore plays thereby an important role. The assessment of existing infrastructures is an imperative issue of great economic significance in most countries around the world, as more than 50 % of all construction activities concerns existing buildings, bridges and other civil engineering works. At present, the Eurocodes which will be used in all CEN Member countries are primarily focused on the design of new structures. Additional operational rules for existing structures are still missing. The international standard ISO 13822 provides only general principles for the assessment of existing structures which should be further developed for their effective operational use in practice. The overall procedure of risk management of aging infrastructures is therefore an urgent issue of great economic significance in most countries around the world. This is primarily caused due to the fact that many infrastructures are affected by action effects, fatigue and environmental influences, and inevitably deteriorate. Moreover, available resources for the maintenance, repair or possible replacement of infrastructures are always limited. Typical questions and problems which must be solved in this context can be summarized as follows: • What is the current state of a particular infrastructure? • What is an acceptable level of the relevant risk? • Which aspects are critical to sustainable performance? • What is the optimum life-cycle cost? • What is the best long-term funding strategy? The proposed project highlights the above problems and focusses also on vocational training in risk management and assessment of aging infrastructure in the partner countries (CZ, DE, ES, IT and TR). The current project addresses the urgent need for practical implementation of principles of the management and risk assessment of existing infrastructures in all the partner countries. The project is supported by the Czech Chamber of Chartered Engineers (ČKAIT). The project consortium, under the leadership of the Klokner Institute of the Czech Technical University in Prague (KI CTU), consists of five other partners, including research institutions and universities from three EU Member States (DE, ES, IT) as well as one associated country (TR), and also the Secondary Technical School of Civil Engineering in Ceske Budejovice (CZ). All researchers within the partnership are involved in research projects dealing with reliability assessment of existing structures. They participate in the national and international standardization activities within the international organizations CEN (European Committee for Standardisation) and ISO (International Standardization Organisation). The project outcomes consist of vocational training materials based on international research and relevant standard committee’s activities, and on the significant experience gained from case studies, and on selected results obtained from the previous projects of the Leonardo da Vinci programme. In particular, the experience gained by the partners of the present consortium from the completed project on vocational training related to assessment of existing structures is utilized. Available innovations are transferred to undergraduate and graduate students, practising engineers and local government representatives. The developed training materials are of practical use in offering illustrative examples and several case studies. All the project outcomes are based on documents of the international research organization, Joint Committee on Structural Safety JCSS and international research projects, selected outcomes of the previous project of the Leonardo da Vinci programme (developed by five partners of the present consortium in 2013-2015) and also on background documents to the new European and international standards. Particular outcomes of the proposed project include practical handbooks, software tools, web-sites, e-learning, courses and seminars organized in the partners´ home countries. The project outcomes will also be offered to other European countries through code committees work, lectures and the project web-sites. It is foreseen that the outcomes being used by engineers, designers, technicians, and representatives of public authorities involved in planning and management will have an impact on the risk-based management of infrastructures. One of the important project outcomes is the present Handbook 1 “Methods for the Risk Assessment and Risk-Based Management of Aging Infrastructure”, which is focussed on general procedures of risk-management and assessment of aging infrastructures. The methodologies provided are independent of the type of structure and material, and are compatible with the background methodologies used in the Eurocodes. Operational techniques for the assessment of aging infrastructures supplemented by illustrative case studies are presented in Handbook 2 and Handbook 3, which also result from the mentioned project. Handbook 1 consists of ten chapters and one annex. Chapter 1 gives a brief overview of the basic concepts used in the management and risk assessment of existing structures, supplemented by the basic definitions and terminology. Chapter 2 summarizes current applicable standards, codes and recommendations related to actions and environmental influences on existing structures. Chapter 3 reviews the most important degradation models due to environmental influences. Fatigue effects are treated separately in Chapter 4. The following Chapters, 5, 6, 7 and 8, are devoted step by step to the entire procedure of risk management, including probabilistic reliability analysis, consequence analysis, risk evaluation and risk assessment based on risk acceptance criteria, and consequently provide important information supporting decisions concerning the safety of the structure. The last two Chapters, 9 and 10, illustrate instructive case studies concerning risk management and risk assessment of road tunnels. Annex A presents basic statistical methods and techniques used in the evaluation and updating of available data required for probability and consequence analysis. It is believed that the material of this handbook is presented in an understandable way, illustrated by several realistic examples. A number of references mentioned in each chapter provide additional background materials, further guidance and information useful for particular practical applications. Prague and Regensburg, 2014
Die Regenbrücke Stefling ist als Beton-Stabbogenbrücke ein neuer, moderner Brückentyp. Besonders hervorzuheben ist neben guten gestalterischen Elementen die Kombination verschiedener optimierter Bauweisen und Konstruktionsdetails, die zu einem Querschnitt führen, der eine äußerst geringe Bauhöhe aufweist. Hauptmerkmale sind hier der Werkstoff Beton anstelle von Stahl für den Stabbogen, der Einsatz verbundloser Vorspannung und die Ausbildung der Hänger als Netzwerk. Zusätzlich ist dieser Brückentyp in wirtschaftlicher Hinsicht äußerst konkurrenzfähig. Dies wurde an der Regenbrücke Stefling bestätigt. Innovation concentrated – Regenbrücke Stefling: a tied arch bridge in concrete The Regenbrücke Stefling is a new and modern bridge structure of tied arch bridges in concrete. Particularly there is to be emphasised beside good formative elements the combination of different optimised construction methods and construction details which induce a cross section which shows an extremely low construction height. Main characteristics are the material concrete in place of steel for the tied arch, the application of internal unbonded prestressing and the construction of the hangers as a network. In addition, this type of bridge is extremely competitive in economic regard. This was confirmed by the Regenbrücke Stefling.
As part of a research project to develop design solutions for concrete-masonry buildings for the Canadian market, the apparent sound insulation performance of hybrid assemblies with concrete masonry walls and wood joist floors was evaluated. In this paper, the effect of junction coupling is investigated in an ISO 15712 flanking prediction context. Airborne flanking path data predicted according to ISO 15712 are compared to data measured using the indirect ISO 10848 shielding
method. Recommendations are made on how appropriate the application of ISO 15712 is for this type of hybrid assembly.
The aim of this work is to improve the integration between the geotechnical and infrastructural designing, modeling and analyzing processes. Up to now these three planning stages are executed isolated and without the required data exchange between each other. This separation leads to time-consuming and expensive manual re-input of geometric and semantic data. Currently, roads are designed using the traditional approach which is based on various 2D drawings. The current design process focuses on the roadway itself, additional geotechnical conditions such as the slope angle of the dam or the position of a retaining wall are not considered. To solve these problems, a new parametric and 3D-model based approach has been developed in the research project ForBAU — The virtual construction site. This new approach is based on the traditional 2D infrastructure planning process, but includes a new parameterized 3D modeling concept. Different open data formats such as LandXML and GroundXML allow data integration with both, a parametric Computer Aided Design (CAD) system and a geotechnical engineering software. An automatic update function ensures data flow without loss of information. Usage of this new approach will accelerate the infrastructure design and provide a parametric 3D-model approach to close the gap between the geotechnical and the infrastructure planning process. This paper provides detailed information about this new integration concept and gives an overview on the various implementation steps.
Planning and designing railway tunnels with an explicit reference to safety issues is becoming of utmost importance since the combination of high speed, mixed goods–passenger traffic and extreme length of the new tunnels under design or concept evaluation, have sensitively modified the inherent safety of the railway tunnel. Although the probability of occurrence of accidental events may still be considered rather low, the possible consequences of such events in long tunnels can be catastrophic, therefore raising the overall risk to levels that may be no more acceptable. The scope of this paper is to illustrate the state-of-practice related to risk analysis of long railway tunnels. First, ambitious tunnel projects are briefly reviewed. The applicable risk-analysis procedures are then described and discussed. The problem of risk appraisal is addressed and quantitative target safety levels are proposed. Safety systems for risk reduction are outlined.
Tools to predict sound transmission through building elements are beneficial from both amarketing and a research standpoint. Prediction models can assist with the optimization ofelement performance and often reduce both cost and time in projects. However, the morephysical phenomena are to be included in the model, the more input data that is needed,which in some cases can be quite time-consuming and costly to collect. A balance is neededbetween the input and modeling effort and the output, which is usually delivered in onethird octave frequency bands or single number ratings. Many different types of models arecommonly used, including analytical, numerical, and empirical are used, all of which haveadvantages and disadvantages. In this paper, the latter type is presented using a set ofphysical properties of lightweight wood elements, and the errors made in the prediction arequantified. The disadvantage of empirical compared to analytical modeling is that thephysical phenomena are more difficult to identify. The advantage is often the simplicityand accuracy of the prediction results.
District heating cost reduction efforts are amongst others focusing on the use of a new backfillmaterial. The OTH.R is investigating this material in regard to the engineering of buried district heating pipes.The main focus of this soil-structure interaction problem is axial bedding to reduce thermal induced elongations.The backfill material is characterized and an axial non-linear spring-based calculation method is described.Centerpiece of the method is the contact-working-resistance-line (CWRL).A new Rod-Shear-Test based testingdevice Re-SIST to investigate the CWRL for the new backfill material is presented. The investigated CWRL isdescribed and compared to the CWRL for sand, which is the conventional backfill material. Solutions using thespring-based calculation method are presented and a comparative example of calculation shows the differencein axial bedding when the new backfill material is used.
The contact of underground water with shotcrete leads to leaching of calcium hydroxide and can increase the precipitation of calcite in the secondary drainage system of tunnels under certain conditions. Indeed precipitations in the drainage pipes lead to high maintenance costs. Within a research project the leaching behavior of new and innovative binder compositions was tested in lab tests. One possible change in mix-design is the reduction in clinker content by using a lower amount of Ordinary Portland Cement together with cementitious materials. Successful combinations were further investigated in sprayed mortar and shotcrete tests to examine the influences of the spraying process and the addition of accelerator. The results indicate how shotcrete mix-design can be improved regarding its potential for precipitations and subsequently enhanced durability of shotcrete.
Specific structural effects by strengthening pre-stressed concrete beams with externally bonded FRP
(2012)
The Leonardo da Vinci Project, “Innovation Transfer in Risk Assessment and Management of Aging Infrastructures”, CZ/13/LLP-LdV/TOI/134014, addresses the urgent need to train students, young engineers and professionals in the assessment of existing infrastructures. The future of the construction industry lies in moving from new constructions towards the maintenance, repair and rehabilitation of existing structures, particularly of aging infrastructures. Risk management consisting of risk assessment and risk control of existing structure therefore plays thereby an important role. The assessment of existing infrastructures is an imperative issue of great economic significance in most countries around the world, as more than 50 % of all construction activities concerns existing buildings, bridges and other civil engineering works. At present, the Eurocodes which will be used in all CEN Member countries are primarily focused on the design of new structures. Additional operational rules for existing structures are still missing. The international standard ISO 13822 provides only general principles for the assessment of existing structures which should be further developed for their effective operational use in practice. The overall procedure of risk management of aging infrastructures is therefore an urgent issue of great economic significance in most countries around the world. This is primarily caused due to the fact that many infrastructures are affected by action effects, fatigue and environmental influences, and inevitably deteriorate. Moreover, available resources for the maintenance, repair or possible replacement of infrastructures are always limited. Typical questions and problems which must be solved in this context can be summarized as follows: • What is the current state of a particular infrastructure? • What is an acceptable level of the relevant risk? • Which aspects are critical to sustainable performance? • What is the optimum life-cycle cost? • What is the best long-term funding strategy? The proposed project highlights the above problems and focusses also on vocational training in risk management and assessment of aging infrastructure in the partner countries (CZ, DE, ES, IT and TR). The current project addresses the urgent need for practical implementation of principles of the management and risk assessment of existing infrastructures in all the partner countries. The project is supported by the Czech Chamber of Chartered Engineers (ČKAIT). The project consortium, under the leadership of the Klokner Institute of the Czech Technical University in Prague (KI CTU), consists of five other partners, including research institutions and universities from three EU Member States (DE, ES, IT) as well as one associated country (TR), and also the Secondary Technical School of Civil Engineering in Ceske Budejovice (CZ). All researchers within the partnership are involved in research projects dealing with reliability assessment of existing structures. They participate in the national and international standardization activities within the international organizations CEN (European Committee for Standardisation) and ISO (International Standardization Organisation). The project outcomes consist of vocational training materials based on international research and relevant standard committee’s activities, and on the significant experience gained from case studies, and on selected results obtained from the previous projects of the Leonardo da Vinci programme. In particular, the experience gained by the partners of the present consortium from the completed project on vocational training related to assessment of existing structures is utilized. Available innovations are transferred to undergraduate and graduate students, practising engineers and local government representatives. The developed training materials are of practical use in offering illustrative examples and several case studies. All the project outcomes are based on documents of the international research organization, Joint Committee on Structural Safety JCSS and international research projects, selected outcomes of the previous project of the Leonardo da Vinci programme (developed by five partners of the present consortium in 2013-2015) and also on background documents to the new European and international standards. Particular outcomes of the proposed project include practical handbooks, software tools, web-sites, e-learning, courses and seminars organized in the partners´ home countries. The project outcomes will also be offered to other European countries through code committees work, lectures and the project web-sites. It is foreseen that the outcomes being used by engineers, designers, technicians, and representatives of public authorities involved in planning and management will have an impact on the risk-based management of infrastructures. One of the important project outcomes is the present Handbook 2 “Operational Methods for the Assessment and Management of Aging Infrastructure”, which is focussed on operational techniques for the assessment of aging infrastructures supplemented by illustrative case studies developed according to ISO 13822 and Eurocodes for different structures and materials. From the mentioned project also result Handbook 1, where general procedures of risk-management and assessment of aging infrastructures are presented, and Handbook 3, where operational techniques for the assessment of aging infrastructures supplemented by illustrative case studies are presented with a more basic approach. Handbook 2 consists of eleven chapters. Chapter 1 gives a brief introduction. Chapter 2 summarizes current applicable standards and codes for existing structures. Chapter 3 reviews survey methods. The remaining chapters are devoted to the illustration of relevant case studies, referring to the assessment of different existing infrastructures. In particular, chapter 4 refers to a commercial building, chapter 5 to a r.c. building damaged by corrosion, chapter 6 to silos, chapter 7 to pipelines and water supply systems, chapter 8 to tanks, chapter 9 to historical aqueducts, chapter 10 to bridges and chapter 11 to dams and flood protection systems. In each case studies the entire procedure of the assessment is illustrated step by step emphasizing references to relevant Codes and in particular to ISO 13822. It is believed that the material of this handbook is presented in an understandable way, referring to several case studies. A number of references mentioned in each chapter provide additional background materials, further guidance and information useful to widen the significance and the field of application of the assessment methods illustrated for each case study. Pisa and Prague, 2015
The specification of risk and reliability acceptance criteria is a key issue of structural design and verification of existing structures. Current target reliability levels in standards appear to have considerable scatter. Critical review of risk acceptance approaches to societal, economic and environmental risk indicates that an optimal design strategy is mostly dominated by economic aspects while human safety aspects need to be verified only in special cases. It is recommended to specify the target levels considering economic optimisation and the marginal life-saving costs principle, as both these approaches take into account the failure consequences and costs of safety measures.
Structural Eurocodes offer the opportunity of harmonized design standards for the European construction markets and the rest of the world. Eurocodes aim at delivering structures with an appropriate degree of reliability and in an economic way. The reliability requirements of the Eurocodes and the associated background philosophy are discussed in this contribution. The definition and the measure of reliability in standards and especially in the Eurocodes are reviewed. The procedures for selecting target and acceptable re-liability levels are summarized and the reliability differentiation in the Eurocodes is highlighted. Global failure aspects including robustness are briefly discussed. Finally examples from case studies are provided demonstrating the applicability and the benefits from the reliability differentiation approach.