<?xml version="1.0" encoding="utf-8"?>
<export-example>
  <doc>
    <id>5549</id>
    <completedYear/>
    <publishedYear>2004</publishedYear>
    <thesisYearAccepted/>
    <language>eng</language>
    <pageFirst>1269</pageFirst>
    <pageLast>1303</pageLast>
    <pageNumber/>
    <edition/>
    <issue>9</issue>
    <volume>36</volume>
    <type>article</type>
    <publisherName>Wiley</publisherName>
    <publisherPlace>Chichester</publisherPlace>
    <creatingCorporation/>
    <contributingCorporation/>
    <belongsToBibliography>1</belongsToBibliography>
    <completedDate>--</completedDate>
    <publishedDate>--</publishedDate>
    <thesisDateAccepted>--</thesisDateAccepted>
    <title language="eng">Critical review of the current status of thickness measurements for ultrathin SiO2 on Si - Part V: Results of a CCQM pilot study</title>
    <abstract language="eng">Results are reported from a pilot study under the Consultative Committee for Amount of Substance (CCQM) to compare measurements of and resolve any relevant measurement issues in, the amount of thermal SiO2 oxide on (100) and (111) orientation Si wafer substrates in the thickness range 1.5 - 8 nm. As a result of the invitation to participate in this activity, 45 sets of measurements have been made in different laboratories using 10 analytical methods: medium-energy ion scattering spectrometry (MEIS), nuclear reaction analysis (NRA), RBS, elastic backscattering spectrometry (EBS), XPS, SIMS, ellipsometry, grazing-incidence x-ray reflectrometry (GIXRR), neutron reflectometry and transmission electron microscopy (TEM). The measurements are made on separate sets of 10 carefully prepared samples, all of which have been characterised by a combination of ellipsometry and XPS using carefully established reference conditions and reference parameters. 

The results have been assessed against the National Physical Laboratory (NPL) data and all show excellent linearity.  The remaining data sets correlate with the NPL data with average root-mean-square scatters of 0.15 nm, half being better than 0.1 nm and a few at or better than 0.05 nm. Each set of data allows a relative scaling constant and a zero thickness offset to be determined.  Each method has an inherent zero thickness offset between 0 nm and 1 nm and it is these offsets, measured here for the first time, that have caused many problems in the past. There are three basic classes of offset: water and carbonadeous contamination equivalent to ~1 nm as seen by ellipsometry; adsorbed oxygen mainly from water at an equivalent thickness of 0.5 nm as seen by MEIS, NRA, RBS and possibly GIXRR; and no offset as seen by XPS using the Si 2p peaks. Each technique has a different uncertainty for the scaling constant and consistent results have been achieved.  X-Ray photoelectron spectroscopy has large uncertainties for the scaling constant but a high precision and, critically, if used correctly, has zero offset.  Thus, a combination of XPS and the other methods allows the XPS scaling constant to be determined with low uncertainty, traceable via the other methods. XPS laboratories returning results early were invited to test a new reference procedure. All showed very significant improvements.  The reference attenuation lengths thus need scaling by 0.986 ± 0.009 (at an expansion factor of 2) deduced from the data for the other methods.  Several other methods have small offsets and, to the extent that these can be shown to be constant or measurable, then these methods will also show low uncertainty.  Recommendations are provided for parameters for XPS, MEIS, RBS and NRA to improve their accuracy.</abstract>
    <parentTitle language="eng">Surface and interface analysis</parentTitle>
    <identifier type="old">5889</identifier>
    <identifier type="doi">10.1002/sia.1909</identifier>
    <identifier type="issn">0142-2421</identifier>
    <identifier type="issn">1096-9918</identifier>
    <enrichment key="bibliotheksstandort">Sonderstandort: Publica-Schrank</enrichment>
    <enrichment key="date_peer_review">06.01.2005</enrichment>
    <author>M.P. Seah</author>
    <author>S.J. Spencer</author>
    <author>F. Bensebaa</author>
    <author>I. Vickridge</author>
    <author>H. Danzebrink</author>
    <author>M. Krumrey</author>
    <author>Thomas Gross</author>
    <author>Werner Österle</author>
    <author>E. Wendler</author>
    <author>B. Rheinländer</author>
    <author>Y. Azuma</author>
    <author>I. Kojima</author>
    <author>N. Suzuki</author>
    <author>M. Suzuki</author>
    <author>S. Tanuma</author>
    <author>D.W. Moon</author>
    <author>H.J. Lee</author>
    <author>H.M. Cho</author>
    <author>H.Y. Chen</author>
    <author>A. T. S. Wee</author>
    <author>T. Osipowicz</author>
    <author>J.S. Pan</author>
    <author>W.A. Jordaan</author>
    <author>R. Hauert</author>
    <author>U. Klotz</author>
    <author>C. van der Marel</author>
    <author>M. Verheijen</author>
    <author>Y. Tamminga</author>
    <author>C. Jeynes</author>
    <author>P. Bailey</author>
    <author>S. Biswas</author>
    <author>U. Falke</author>
    <author>N.V. Nguyen</author>
    <author>D. Chandler-Horowitz</author>
    <author>J.R. Ehrstein</author>
    <author>D. Muller</author>
    <author>J.A. Dura</author>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Calibration</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Ellipsometry</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>GIXRR</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Interlaboratory study</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>MEIS</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Neutron reflectometry</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>NRA</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>RBS</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Silicon dioxide</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>SIMS</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>XPS</value>
    </subject>
    <collection role="literaturgattung" number="">Verlagsliteratur</collection>
    <collection role="fulltextaccess" number="">Physisches Exemplar in der Bibliothek der BAM vorhanden ("Hardcopy Access")</collection>
  </doc>
  <doc>
    <id>34553</id>
    <completedYear/>
    <publishedYear>2015</publishedYear>
    <thesisYearAccepted/>
    <language>eng</language>
    <pageFirst>80</pageFirst>
    <pageLast>94</pageLast>
    <pageNumber/>
    <edition/>
    <issue/>
    <volume>104</volume>
    <type>article</type>
    <publisherName>Elsevier</publisherName>
    <publisherPlace>Oxford</publisherPlace>
    <creatingCorporation/>
    <contributingCorporation/>
    <belongsToBibliography>1</belongsToBibliography>
    <completedDate>--</completedDate>
    <publishedDate>--</publishedDate>
    <thesisDateAccepted>--</thesisDateAccepted>
    <title language="eng">Experimental testing and finite element modelling of earth block masonry</title>
    <abstract language="eng">The current paper focuses on the determination of reliable numerical models of earth block masonry wallettes under different loading conditions. Uniaxial compression and diagonal compression tests were performed. Experimental behaviour was modelled with a non-linear model able to describe the cracking behaviour. The simplified approach based on macro-modelling shows a satisfactory accuracy and low computational costs. The results reproducing the uniaxial compression are in good correspondence with the post-elastic behaviour observed in the experimental campaign. The micro-modelling approach adopted to reproduce the shear behaviour, even with high computational cost, represents a suitable tool to predict the masonry collapse mechanism.</abstract>
    <parentTitle language="eng">Engineering structures</parentTitle>
    <identifier type="old">37689</identifier>
    <identifier type="doi">10.1016/j.engstruct.2015.09.020</identifier>
    <identifier type="issn">0141-0296</identifier>
    <enrichment key="date_peer_review">15.10.2015</enrichment>
    <author>Lorenzo Miccoli</author>
    <author>A. Garofano</author>
    <author>Patrick Fontana</author>
    <author>U. Müller</author>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Earth block masonry</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Uniaxial compression test</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Diagonal compression test</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Numerical modelling</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Macro-modelling approach</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Micro-modelling approach</value>
    </subject>
    <collection role="literaturgattung" number="">Verlagsliteratur</collection>
    <collection role="fulltextaccess" number="">Datei im Netzwerk der BAM verfügbar ("Closed Access")</collection>
  </doc>
  <doc>
    <id>36637</id>
    <completedYear/>
    <publishedYear>2016</publishedYear>
    <thesisYearAccepted/>
    <language>eng</language>
    <pageFirst>020006-1</pageFirst>
    <pageLast>020006-9</pageLast>
    <pageNumber/>
    <edition/>
    <issue/>
    <volume>1706</volume>
    <type>article</type>
    <publisherName>AIP Publishing</publisherName>
    <publisherPlace/>
    <creatingCorporation/>
    <contributingCorporation/>
    <belongsToBibliography>1</belongsToBibliography>
    <completedDate>--</completedDate>
    <publishedDate>--</publishedDate>
    <thesisDateAccepted>--</thesisDateAccepted>
    <title language="eng">Conclusions of the 6th European American workshop on reliability of NDE</title>
    <abstract language="eng">The principles of Open Space Technology (OST) were again applied to discuss burning issues in the field of NDE reliability. The results of the discussions among NDE professionals concerning new reliability methods, human factors and integrated solutions will be presented.</abstract>
    <parentTitle language="eng">AIP Conference Proceedings</parentTitle>
    <identifier type="doi">10.1063/1.4940452</identifier>
    <identifier type="isbn">978-0-7354-1353-5</identifier>
    <identifier type="issn">0094-243X</identifier>
    <enrichment key="eventName">42nd Annual Review of Progress in Quantitative Nondestructive Evaluation</enrichment>
    <enrichment key="eventPlace">Minneapolis, Minnesota, USA</enrichment>
    <enrichment key="eventStart">26.07.20155</enrichment>
    <enrichment key="eventEnd">31.07.2015</enrichment>
    <enrichment key="date_peer_review">27.06.2016</enrichment>
    <author>Christina Müller</author>
    <author>Marija Bertovic</author>
    <author>Daniel Kanzler</author>
    <author>U. Ronneteg</author>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>NDT</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Reliability</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Probability of detection</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Human factors</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>POD</value>
    </subject>
    <collection role="ddc" number="620">Ingenieurwissenschaften und zugeordnete Tätigkeiten</collection>
    <collection role="literaturgattung" number="">Verlagsliteratur</collection>
    <collection role="fulltextaccess" number="">Datei im Netzwerk der BAM verfügbar ("Closed Access")</collection>
  </doc>
  <doc>
    <id>33169</id>
    <completedYear/>
    <publishedYear>2015</publishedYear>
    <thesisYearAccepted/>
    <language>eng</language>
    <pageFirst>107</pageFirst>
    <pageLast>118</pageLast>
    <pageNumber/>
    <edition/>
    <issue/>
    <volume>59</volume>
    <type>article</type>
    <publisherName>Elsevier Ltd.</publisherName>
    <publisherPlace>Barking, Essex</publisherPlace>
    <creatingCorporation/>
    <contributingCorporation/>
    <belongsToBibliography>1</belongsToBibliography>
    <completedDate>--</completedDate>
    <publishedDate>--</publishedDate>
    <thesisDateAccepted>--</thesisDateAccepted>
    <title language="eng">The influence of water-repellent admixtures on the behaviour and the effectiveness of Portland limestone cement mortars</title>
    <abstract language="eng">Water-repellent mortars were prepared using different hydrophobic compounds as admixtures. Calcium and zinc stearates, silane/siloxane products (as liquid solution and powder) were mixed into limestone cement mortars for obtaining in-bulk water-repellent mortars suitable for building protection and resistant to the degrading action of water. The influences of the admixtures on the hydration and structure of the designed mortars were investigated by SEM, TG–DSC, FT-IR, XRD, and isothermal calorimetry. The effectiveness of these agents against water action was evaluated by using techniques and methods such as mercury intrusion porosimetry, water absorption tests and contact angle measurements. Siloxane products conveyed good water-repellent effectiveness, without strongly influencing the setting and hydration of the binder, while the zinc stearates slowed down the hydration reactions.</abstract>
    <parentTitle language="eng">Cement &amp; concrete composites</parentTitle>
    <identifier type="old">36251</identifier>
    <identifier type="doi">10.1016/j.cemconcomp.2015.02.004</identifier>
    <identifier type="issn">0958-9465</identifier>
    <identifier type="issn">1873-393X</identifier>
    <enrichment key="date_peer_review">11.05.2015</enrichment>
    <author>L. Falchi</author>
    <author>E. Zendri</author>
    <author>U. Müller</author>
    <author>Patrick Fontana</author>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Water repellent admixtures</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Portland limestone cement mortars</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Hydration products</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Pore size distribution</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Siloxanes</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Stearates</value>
    </subject>
    <collection role="literaturgattung" number="">Verlagsliteratur</collection>
    <collection role="fulltextaccess" number="">Datei im Netzwerk der BAM verfügbar ("Closed Access")</collection>
  </doc>
  <doc>
    <id>32138</id>
    <completedYear/>
    <publishedYear>2014</publishedYear>
    <thesisYearAccepted/>
    <language>eng</language>
    <pageFirst>123</pageFirst>
    <pageLast>132</pageLast>
    <pageNumber/>
    <edition/>
    <issue/>
    <volume/>
    <type>conferenceobject</type>
    <publisherName/>
    <publisherPlace/>
    <creatingCorporation>Laboratório nacional de engenharia civil</creatingCorporation>
    <contributingCorporation/>
    <belongsToBibliography>1</belongsToBibliography>
    <completedDate>--</completedDate>
    <publishedDate>--</publishedDate>
    <thesisDateAccepted>--</thesisDateAccepted>
    <title language="eng">Artificial weathering of water-repellent mortars suitable for restoration applications</title>
    <abstract language="eng">The study evaluates Portland limestone cement mortars, natural hydraulic lime mortars and pozzolan-lime mortars modified with water-repellent admixtures (metal soaps and siloxanes) for their use in the maintenance of historic buildings. The chemical-physical characteristics, the durability and the resistance to artificial weathering (exposure to UV light and artificial rain) were examined. The exposure conditions used in the ageing test were chosen in order to simulate outdoor environmental conditions, in particular the processes caused by UV-light and thermal shock induced by rain water.</abstract>
    <parentTitle language="eng">Hydrophobe VII - 7th International conference on water repellent treatment and protective surface technology for building materials (Proceedings)</parentTitle>
    <identifier type="old">35201</identifier>
    <identifier type="isbn">978-972-49-2270-6</identifier>
    <enrichment key="eventName">Hydrophobe VII - 7th International conference on water repellent treatment and protective surface technology for building materials</enrichment>
    <enrichment key="eventPlace">Lisbon, Portugal</enrichment>
    <enrichment key="eventStart">11.09.2014</enrichment>
    <enrichment key="eventEnd">12.09.2014</enrichment>
    <enrichment key="date_peer_review">04.12.2014</enrichment>
    <author>L. Falchi</author>
    <author>U. Müller</author>
    <author>Patrick Fontana</author>
    <author>E. Balliana</author>
    <author>E. Zendri</author>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Water repellent admixtures</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Mortars</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Portland limestone cement</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Natural hydraulic lime</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Pozzolana-lime</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Artificial weathering</value>
    </subject>
    <collection role="literaturgattung" number="">Verlagsliteratur</collection>
    <collection role="fulltextaccess" number="">Datei im Netzwerk der BAM verfügbar ("Closed Access")</collection>
  </doc>
  <doc>
    <id>31329</id>
    <completedYear/>
    <publishedYear>2015</publishedYear>
    <thesisYearAccepted/>
    <language>eng</language>
    <pageFirst>3443</pageFirst>
    <pageLast>3456</pageLast>
    <pageNumber/>
    <edition/>
    <issue>10</issue>
    <volume>48</volume>
    <type>article</type>
    <publisherName>Springer</publisherName>
    <publisherPlace>Dordrecht</publisherPlace>
    <creatingCorporation/>
    <contributingCorporation/>
    <belongsToBibliography>1</belongsToBibliography>
    <completedDate>--</completedDate>
    <publishedDate>--</publishedDate>
    <thesisDateAccepted>--</thesisDateAccepted>
    <title language="eng">Static behaviour of rammed earth: experimental testing and finite element modelling</title>
    <abstract language="eng">The paper presents an experimental program aiming at assessing the mechanical performance of rammed earth walls, namely under compression and shear loading. Axial compression and diagonal compression tests were carried out for this purpose, which allowed determining important mechanical parameters, such as compressive strength, Young's modulus, Poisson's ratio, shear strength and shear modulus. Furthermore, it allowed assessing the level of non-linear behaviour of the respective stress–strain relationships as well as the failure modes. The experimental results were then used in the calibration of numerical models (finite element method) for simulating the non-linear behaviour of rammed earth under shear loading. Both macro- and micro modelling approaches were considered for this purpose. The total strain rotating crack model was used to simulate the behaviour of the rammed earth material, while the Mohr–Coulomb failure criterion was used to simulate the behaviour of interfaces between layers. In general, the numerical models achieved good agreement with the experimental results, but uncertainties related to the definition of the input parameters required to perform a sensitivity analysis. The compressive strength, the Poisson's ratio, the tensile strength and the tensile fracture energy revealed to be the most important parameters in the analyses.</abstract>
    <parentTitle language="eng">Materials and structures</parentTitle>
    <identifier type="old">34340</identifier>
    <identifier type="doi">10.1617/s11527-014-0411-7</identifier>
    <identifier type="url">http://link.springer.com/article/10.1617/s11527-014-0411-7/fulltext.html</identifier>
    <identifier type="issn">1359-5997</identifier>
    <identifier type="issn">1871-6873</identifier>
    <enrichment key="date_peer_review">11.09.2014</enrichment>
    <author>Lorenzo Miccoli</author>
    <author>D.V. Oliveira</author>
    <author>R.A. Silva</author>
    <author>U. Müller</author>
    <author>L. Schueremans</author>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Rammed earth</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Compression behaviour</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Shear behaviour</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Finite element analysis</value>
    </subject>
    <collection role="literaturgattung" number="">Verlagsliteratur</collection>
    <collection role="fulltextaccess" number="">Datei im Netzwerk der BAM verfügbar ("Closed Access")</collection>
  </doc>
  <doc>
    <id>31138</id>
    <completedYear/>
    <publishedYear>2014</publishedYear>
    <thesisYearAccepted/>
    <language>eng</language>
    <pageFirst>Paper ID 1484, 1</pageFirst>
    <pageLast>14</pageLast>
    <pageNumber/>
    <edition/>
    <issue/>
    <volume/>
    <type>conferenceobject</type>
    <publisherName/>
    <publisherPlace/>
    <creatingCorporation>University of Minho</creatingCorporation>
    <contributingCorporation/>
    <belongsToBibliography>1</belongsToBibliography>
    <completedDate>--</completedDate>
    <publishedDate>--</publishedDate>
    <thesisDateAccepted>--</thesisDateAccepted>
    <title language="eng">Static behaviour of earth block masonry: experimental testing and finite element modelling</title>
    <abstract language="eng">In this paper an extensive research campaign aimed to define the mechanical performance of earth block masonry panels is presented. Uniaxial compression and diagonal compression tests were performed. The test results confirmed the brittle behaviour of earth block masonry under uniaxial compressive load and showed that the failure of earth block masonry under shear load occurs by sliding of the earth blocks along the mortar joints after initial cracking in mortar joints and earth blocks. For diagonal compression test results showed that building technique practice is one of the key factors affecting the structural performances. Experimental behaviour was modelled with a non-linear model capable of describing cracking behaviour. Both micro-modelling and macro-modelling implementing isotropic or orthotropic material laws were used to assess the reliability of different modelling strategies. The model calibration was carried out by sensibility analysis of the input parameters to understand the influence of unit strength on the shear behaviour of masonry.</abstract>
    <parentTitle language="eng">9th IMC - International Masonry Conference 2014</parentTitle>
    <identifier type="old">34132</identifier>
    <identifier type="isbn">978-972-8692-85-8</identifier>
    <enrichment key="eventName">9th IMC - International Masonry Conference</enrichment>
    <enrichment key="eventPlace">Guimaraes, Portugal</enrichment>
    <enrichment key="eventStart">07.07.2014</enrichment>
    <enrichment key="eventEnd">09.07.2014</enrichment>
    <enrichment key="date_peer_review">11.08.2014</enrichment>
    <author>Lorenzo Miccoli</author>
    <author>A. Garofano</author>
    <author>Patrick Fontana</author>
    <author>U. Müller</author>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Earthen materials</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Compression test</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Diagonal compression test</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Numerical modelling</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Earth block masonry</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Uniaxial compression test</value>
    </subject>
    <collection role="literaturgattung" number="">Verlagsliteratur</collection>
    <collection role="fulltextaccess" number="">Datei im Netzwerk der BAM verfügbar ("Closed Access")</collection>
  </doc>
  <doc>
    <id>31269</id>
    <completedYear/>
    <publishedYear>2014</publishedYear>
    <thesisYearAccepted/>
    <language>eng</language>
    <pageFirst>602</pageFirst>
    <pageLast>606</pageLast>
    <pageNumber/>
    <edition/>
    <issue>7-8</issue>
    <volume>56</volume>
    <type>article</type>
    <publisherName>Hanser</publisherName>
    <publisherPlace>München</publisherPlace>
    <creatingCorporation>Bundesanstalt für Materialforschung und -prüfung</creatingCorporation>
    <contributingCorporation/>
    <belongsToBibliography>1</belongsToBibliography>
    <completedDate>--</completedDate>
    <publishedDate>--</publishedDate>
    <thesisDateAccepted>--</thesisDateAccepted>
    <title language="eng">Summary of the "open space technology discussions" on reliability of NDE</title>
    <abstract language="eng">Since the beginnings of the European American Workshops (EAW) in 1997, the aim was to gather the experts in NDE reliability and discuss burning topics with the aim of identifying crucial problems and suggesting ways to move forward. This was usually achieved during the so-called break-out sessions, in which predetermined topics were discussed. During the 5th EAW, held in Berlin in 2013, this approach was replaced by an Open Space Technology (OST) approach. The benefit of this approach is seen in the freedom of topic choices, i. e., the topics are not predetermined but rather arise at that moment in that space and by the participants choice. The following topics arose: new reliability methods (Bayesian, MAPOD, ), structural health monitoring, definition of requirements of NDE by customer versus provider, what value of POD is good enough?, human factors, manual versus automated inspection, and basic concepts of reliability of NDE. The participants were encouraged to walk from one session to another and openly express their opinions. These were in the end summarized by a chosen group of moderators and presented in this paper.</abstract>
    <abstract language="deu">Seit den Anfängen der europäischen amerikanischen Workshops (EAW) im Jahr 1997 war es das Ziel, Experten auf dem Gebiet der ZfP-Zuverlässigkeit zusammenzuführen und aktuelle Themen zu diskutieren, um wichtige Probleme zu identifizieren und Wege für deren Lösung vorzuschlagen. Dies wurde in der Regel während der sogenannten Break-out Sessions erreicht, in denen vorgegebene Themen diskutiert wurden. Während des 5. EAW, der in Berlin im Jahr 2013 stattfand, wurde dieser Ansatz durch einen Open Space Technology (OST) Ansatz ersetzt. Open Space ist eine Methode der Gruppenmoderation, die sehr gut geeignet ist, um neue Ideen zu entwickeln und selbstständiges Arbeiten zu fördern, d. h. die Themen werden nicht vorgegeben, sondern ergeben sich in diesem Moment in diesem Raum und durch die Wahl der Teilnehmer. Die folgenden Themen wurden herausgearbeitet: neue Zuverlässigkeitsmethoden (Bayes, MAPOD, ...), Structural Health Monitoring, Definition von Anforderungen der Kunden gegenüber den ZfP-Anbietern, Welcher Wert der POD ist gut genug?, der Einfluss menschlicher Faktoren, manuelle gegenüber automatisierte Prüfung, sowie Grundkonzepte der ZfP-Zuverlässigkeit. Die Teilnehmer wurden aufgefordert, von einer Sitzung zur anderen zu wechseln und offen ihre Meinung zu äußern. Diese Meinungen wurden am Ende von einer ausgewählten Gruppe von Moderatoren zusammengefasst und werden in diesem Beitrag vorgestellt.</abstract>
    <parentTitle language="eng">Materials testing</parentTitle>
    <identifier type="old">34276</identifier>
    <identifier type="doi">10.3139/120.110604</identifier>
    <identifier type="url">http://www.hanser-elibrary.com/doi/pdf/10.3139/120.110604</identifier>
    <identifier type="issn">0025-5300</identifier>
    <enrichment key="date_peer_review">01.09.2014</enrichment>
    <author>Marija Bertovic</author>
    <author>P. Calmon</author>
    <author>L. Carter</author>
    <author>J. Fischer</author>
    <author>D. Forsyth</author>
    <author>R. Holstein</author>
    <author>B. McGrath</author>
    <author>Christina Müller</author>
    <author>Mato Pavlovic</author>
    <author>U. Ronneteg</author>
    <author>W. Rummel</author>
    <author>F. Schubert</author>
    <author>G. Selby</author>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>NDE reliability</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>POD</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Bayesian approach</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Structural health monitoring</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Human factors</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Open space technology</value>
    </subject>
    <collection role="literaturgattung" number="">Eigenverlag BAM</collection>
    <collection role="fulltextaccess" number="">Datei im Netzwerk der BAM verfügbar ("Closed Access")</collection>
  </doc>
  <doc>
    <id>30550</id>
    <completedYear/>
    <publishedYear>2014</publishedYear>
    <thesisYearAccepted/>
    <language>eng</language>
    <pageFirst>327</pageFirst>
    <pageLast>339</pageLast>
    <pageNumber/>
    <edition/>
    <issue/>
    <volume>61</volume>
    <type>article</type>
    <publisherName>Elsevier Science</publisherName>
    <publisherPlace>Amsterdam</publisherPlace>
    <creatingCorporation/>
    <contributingCorporation/>
    <belongsToBibliography>1</belongsToBibliography>
    <completedDate>--</completedDate>
    <publishedDate>--</publishedDate>
    <thesisDateAccepted>--</thesisDateAccepted>
    <title language="eng">Mechanical behaviour of earthen materials: A comparison between earth block masonry, rammed earth and cob</title>
    <abstract language="eng">Earth represents one of the oldest construction materials, which is still utilised both in developed and in developing countries. In this paper a comparison of the mechanical performance of structural elements built in three basic techniques, earth block (adobe) masonry, rammed earth and cob, is presented. In order to gain better knowledge on the structural behaviour under static loads an extensive compression and diagonal compression (shear) test campaign was performed. First compression results showed brittle mechanical behaviour in the case of earth block masonry and rammed earth elements, whereas cob exhibited a very different stress–strain pattern: cob can deform beyond the elastic range with a gradual drop in capacity. Despite its low compressive strength, cob thus presents a relatively good performance within the earthen material range as far as shear behaviour is concerned.&#13;
&#13;
The data here reported represents a base for a further investigation on the dynamic behaviour of the three materials considered. The study was carried out within the framework of the project NIKER funded by the European Commission dealing with improving immovable Cultural Heritage assets against the risk of earthquakes.</abstract>
    <parentTitle language="eng">Construction and building materials</parentTitle>
    <identifier type="old">33525</identifier>
    <identifier type="doi">10.1016/j.conbuildmat.2014.03.009</identifier>
    <identifier type="issn">0950-0618</identifier>
    <enrichment key="date_peer_review">14.04.2014</enrichment>
    <author>Lorenzo Miccoli</author>
    <author>U. Müller</author>
    <author>Patrick Fontana</author>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Earthen materials</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Compression test</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Diagonal compression test</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Initial shear strength</value>
    </subject>
    <collection role="literaturgattung" number="">Verlagsliteratur</collection>
    <collection role="fulltextaccess" number="">Datei im Netzwerk der BAM verfügbar ("Closed Access")</collection>
  </doc>
  <doc>
    <id>40497</id>
    <completedYear/>
    <publishedYear>2017</publishedYear>
    <thesisYearAccepted/>
    <language>eng</language>
    <pageFirst>29</pageFirst>
    <pageLast>36</pageLast>
    <pageNumber/>
    <edition/>
    <issue>149</issue>
    <volume/>
    <type>article</type>
    <publisherName>Elsevier Ltd.</publisherName>
    <publisherPlace/>
    <creatingCorporation/>
    <contributingCorporation/>
    <belongsToBibliography>1</belongsToBibliography>
    <completedDate>--</completedDate>
    <publishedDate>--</publishedDate>
    <thesisDateAccepted>--</thesisDateAccepted>
    <title language="eng">Rammed earth walls strengthened with polyester fabric strips: Experimental analysis under in-plane cyclic loading</title>
    <abstract language="eng">This study analyses the mechanical behaviour under pseudo-dynamic loading of structural elements built in rammed earth and strengthened with polyester fabric strips. This strengthening technique was developed to exploit the strength potential of rammed earth and to solve its lack of tensile strength. For this reason, in-plane cyclic tests were carried out to investigate the shear behaviour of unstrengthened and strengthened walls. The strengthening technique requires low-tech equipment and workmanship, uses readily available, not expensive and industrially standardised materials. The experimental results were analysed in terms of stiffness degradation, energy dissipation capacity and equivalent viscous damping. Although the unstrengthened and strengthened walls confirmed a limited ductile behaviour, the findings confirm that the strengthening contributes to limit the spread of the diagonal cracks and provide an increase of strength in terms of horizontal load and displacement capacity.</abstract>
    <parentTitle language="eng">Construction and Building Materials</parentTitle>
    <identifier type="doi">10.1016/j.conbuildmat.2017.05.115</identifier>
    <enrichment key="date_peer_review">14.08.2017</enrichment>
    <author>Lorenzo Miccoli</author>
    <author>U. Müller</author>
    <author>S. Pospisil</author>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Rammed earth</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Pseudo-dynamic loads</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Shear-compression tests</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Strengthening</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Polyester fabric strips</value>
    </subject>
    <collection role="ddc" number="620">Ingenieurwissenschaften und zugeordnete Tätigkeiten</collection>
    <collection role="ddc" number="628">Sanitär- und Kommunaltechnik; Umwelttechnik</collection>
    <collection role="literaturgattung" number="">Verlagsliteratur</collection>
    <collection role="fulltextaccess" number="">Datei im Netzwerk der BAM verfügbar ("Closed Access")</collection>
  </doc>
  <doc>
    <id>37592</id>
    <completedYear/>
    <publishedYear>2016</publishedYear>
    <thesisYearAccepted/>
    <language>eng</language>
    <pageFirst>Article: 200005, 1</pageFirst>
    <pageLast>13</pageLast>
    <pageNumber/>
    <edition/>
    <issue/>
    <volume>1706</volume>
    <type>article</type>
    <publisherName>AIP Publishing</publisherName>
    <publisherPlace/>
    <creatingCorporation/>
    <contributingCorporation/>
    <belongsToBibliography>1</belongsToBibliography>
    <completedDate>--</completedDate>
    <publishedDate>--</publishedDate>
    <thesisDateAccepted>--</thesisDateAccepted>
    <title language="eng">PAUT inspection of copper canister: structural attenuation and POD formulation</title>
    <abstract language="eng">For inspection of thick-walled (50mm) copper canisters for final disposal of spent nuclear fuel in Sweden, ultrasonic inspection using phased array technique (PAUT) is applied. Because thick-walled copper is not commonly used as a structural material, previous experience on Phased Array Ultrasonic Testing for this type of application is limited. The paper presents the progress in understanding the amplitudes and attenuation changes acting on the Phased Array Ultrasonic Testing inspection of copper canisters. Previous studies showed the existence of a low pass filtering effect and a heterogeneous grain size distribution along the depth, thus affecting both the detectability of defects and their "Probability of Detection" determination. Consequently, the difference between the first and second back wall echoes were not sufficient to determine the local attenuation (within the inspection range), which affects the signal response for each individual defect. Experimental evaluation of structural attenuation was carried out onto step-wedge samples cut from full-size, extruded and pierced&amp;drawn, copper canisters. Effective attenuation values has been implemented in numerical simulations to achieve a Multi Parameter Probability of Detection and to formulate a Model Assisted Probability of Detection through a Monte-Carlo extraction model.</abstract>
    <parentTitle language="eng">AIP Conferece Proceedings</parentTitle>
    <identifier type="doi">10.1063/1.4940649</identifier>
    <identifier type="issn">0094-243X</identifier>
    <enrichment key="eventName">42nd Annual Review of Progress in Quantitative Nondestructive Evaluation (QNDE)</enrichment>
    <enrichment key="eventEnd">31.07.2015</enrichment>
    <enrichment key="eventStart">26.07.2015</enrichment>
    <enrichment key="eventPlace">Minneapolis, MN, USA</enrichment>
    <enrichment key="date_peer_review">12.10.2016</enrichment>
    <author>A. Gianneo</author>
    <author>M. Carboni</author>
    <author>Christina Müller</author>
    <author>U. Ronneteg</author>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Phased array ultrasonic testing</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>POD</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Copper</value>
    </subject>
    <collection role="ddc" number="620">Ingenieurwissenschaften und zugeordnete Tätigkeiten</collection>
    <collection role="literaturgattung" number="">Verlagsliteratur</collection>
    <collection role="fulltextaccess" number="">Datei im Netzwerk der BAM verfügbar ("Closed Access")</collection>
  </doc>
  <doc>
    <id>37165</id>
    <completedYear/>
    <publishedYear>2016</publishedYear>
    <thesisYearAccepted/>
    <language>eng</language>
    <pageFirst>144</pageFirst>
    <pageLast>152</pageLast>
    <pageNumber/>
    <edition/>
    <issue/>
    <volume>125</volume>
    <type>article</type>
    <publisherName>Elsevier Ltd.</publisherName>
    <publisherPlace/>
    <creatingCorporation/>
    <contributingCorporation/>
    <belongsToBibliography>1</belongsToBibliography>
    <completedDate>--</completedDate>
    <publishedDate>--</publishedDate>
    <thesisDateAccepted>--</thesisDateAccepted>
    <title language="eng">In-plane behaviour of rammed earth under cyclic loading: experimental testing and finite element modelling</title>
    <abstract language="eng">The purpose of this paper is to numerically simulate the in-plane behaviour of rammed earth walls under cyclic shear-compression tests. The experimental testing allowed obtaining the maximum horizontal loads, the displacement capacity and the level of non-linear behaviour of the respective loaddisplacement relationships as well as the failure modes. The calibration of the numerical model (finite element method) was carried out based on the experimental results. Within this framework, a micromodelling approach was considered. The behaviour of the rammed earth material was simulated using a total strain rotating crack model. A Mohr-Coulomb failure criterion was used to reproduce the behaviour of the interfaces between the layers.&#13;
Although the numerical results achieved a satisfactory agreement with the experimental results a sensitivity analysis of the parameters involved was performed. The sensitivity analysis aimed at determining which parameters of the model have a significant impact in the model’s results. As expected the sensitivity analysis pointed out that the sliding failure occurrence is mainly influenced by two parameters of the interface elements: the interface tensile strength fit and the friction angle u. Moreover the cohesion c and the layers thickness showed a limited effect on the shear behaviour. It should be noted that the results mentioned above are related to the cases where a significant level of vertical compressive stress r is employed.</abstract>
    <parentTitle language="eng">Engineering Structures</parentTitle>
    <identifier type="doi">10.1016/j.engstruct.2016.07.010</identifier>
    <identifier type="issn">0141-0296</identifier>
    <identifier type="issn">1873-7323</identifier>
    <enrichment key="date_peer_review">13.10.2016</enrichment>
    <author>Lorenzo Miccoli</author>
    <author>T. Drougkas</author>
    <author>U. Müller</author>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>rammed earth</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>in-plane loads</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>shear behaviour</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>cyclic shear-compression tests</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>finite element modelling</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>pseudo-dynamic tests</value>
    </subject>
    <collection role="ddc" number="620">Ingenieurwissenschaften und zugeordnete Tätigkeiten</collection>
    <collection role="literaturgattung" number="">Verlagsliteratur</collection>
    <collection role="fulltextaccess" number="">Datei im Netzwerk der BAM verfügbar ("Closed Access")</collection>
  </doc>
  <doc>
    <id>37064</id>
    <completedYear/>
    <publishedYear>2016</publishedYear>
    <thesisYearAccepted/>
    <language>eng</language>
    <pageFirst>323</pageFirst>
    <pageLast>332</pageLast>
    <pageNumber/>
    <edition/>
    <issue/>
    <volume>110</volume>
    <type>article</type>
    <publisherName>Elsevier</publisherName>
    <publisherPlace/>
    <creatingCorporation/>
    <contributingCorporation/>
    <belongsToBibliography>1</belongsToBibliography>
    <completedDate>--</completedDate>
    <publishedDate>--</publishedDate>
    <thesisDateAccepted>--</thesisDateAccepted>
    <title language="eng">Development of a lime based grout for crack repair in earthen constructions</title>
    <abstract language="eng">The study presents the results from the development of a grouting material based on hydrated lime with addition of pozzolana, which is referred to as hydraulic lime, suitable for the repair of cracks in a variety of earthen building techniques. The goal was to develop a material also compatible with earthen structures exposed to dynamic loads. The grouting mortar was designed to be adaptable in strength properties and at the same time to have sufficient robustness for preparation and use on the construction site.&#13;
Results showed a satisfactory performance of the grout concerning fresh and hardened mortar properties as well as injectability.</abstract>
    <parentTitle language="eng">Construction and Building Materials</parentTitle>
    <identifier type="doi">10.1016/j.conbuildmat.2016.02.030</identifier>
    <identifier type="issn">0950-0618</identifier>
    <enrichment key="date_peer_review">08.08.2016</enrichment>
    <author>U. Müller</author>
    <author>Lorenzo Miccoli</author>
    <author>Patrick Fontana</author>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Earthen construction</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Lime based grout</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Cracks grouting</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Rheology</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Strength</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Adhesion</value>
    </subject>
    <collection role="ddc" number="620">Ingenieurwissenschaften und zugeordnete Tätigkeiten</collection>
    <collection role="literaturgattung" number="">Verlagsliteratur</collection>
    <collection role="fulltextaccess" number="">Datei im Netzwerk der BAM verfügbar ("Closed Access")</collection>
  </doc>
  <doc>
    <id>21132</id>
    <completedYear/>
    <publishedYear>2010</publishedYear>
    <thesisYearAccepted/>
    <language>eng</language>
    <pageFirst>1258</pageFirst>
    <pageLast>1262</pageLast>
    <pageNumber/>
    <edition/>
    <issue>7</issue>
    <volume>49</volume>
    <type>article</type>
    <publisherName>Wiley-VCH</publisherName>
    <publisherPlace>Weinheim</publisherPlace>
    <creatingCorporation>Gesellschaft Deutscher Chemiker</creatingCorporation>
    <contributingCorporation/>
    <belongsToBibliography>1</belongsToBibliography>
    <completedDate>--</completedDate>
    <publishedDate>--</publishedDate>
    <thesisDateAccepted>--</thesisDateAccepted>
    <title language="eng">In situ synthesis of an imidazolate-4-amide-5-imidate ligand and formation of a microporous zinc-organic framework with H2-and CO2-storage ability</title>
    <parentTitle language="eng">Angewandte Chemie / International Edition</parentTitle>
    <identifier type="old">23486</identifier>
    <identifier type="doi">10.1002/anie.200906188</identifier>
    <identifier type="issn">1433-7851</identifier>
    <identifier type="issn">1521-3773</identifier>
    <identifier type="issn">0570-0833</identifier>
    <enrichment key="bibliotheksstandort">Sonderstandort: Publica-Schrank</enrichment>
    <enrichment key="date_peer_review">19.04.2010</enrichment>
    <author>F. Debatin</author>
    <author>A. Thomas</author>
    <author>A. Kelling</author>
    <author>N. Hedin</author>
    <author>Z. Bacsik</author>
    <author>I. Senkovska</author>
    <author>S. Kaskel</author>
    <author>M. Junginger</author>
    <author>H. Müller</author>
    <author>U. Schilde</author>
    <author>Christian Jäger</author>
    <author>A. Friedrich</author>
    <author>H.-J. Holdt</author>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Metal-organic framework</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Synthesis</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>XRD</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>FTIR</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>NMR</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Gas sorption</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Microporous materials</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>N,O ligands</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Solvothermal synthesis</value>
    </subject>
    <collection role="literaturgattung" number="">Verlagsliteratur</collection>
    <collection role="fulltextaccess" number="">Physisches Exemplar in der Bibliothek der BAM vorhanden ("Hardcopy Access")</collection>
  </doc>
  <doc>
    <id>19580</id>
    <completedYear/>
    <publishedYear>2009</publishedYear>
    <thesisYearAccepted/>
    <language>eng</language>
    <pageFirst>7109</pageFirst>
    <pageLast>7115</pageLast>
    <pageNumber/>
    <edition/>
    <issue>12</issue>
    <volume>25</volume>
    <type>article</type>
    <publisherName>American Chemical Society</publisherName>
    <publisherPlace>Washington, DC</publisherPlace>
    <creatingCorporation/>
    <contributingCorporation/>
    <belongsToBibliography>1</belongsToBibliography>
    <completedDate>--</completedDate>
    <publishedDate>--</publishedDate>
    <thesisDateAccepted>--</thesisDateAccepted>
    <title language="eng">Silsesquioxane/polyamine nanoparticle-templated formation of star- or raspberry-like silica nanoparticles</title>
    <parentTitle language="eng">Langmuir</parentTitle>
    <identifier type="old">21817</identifier>
    <identifier type="doi">10.1021/la900229n</identifier>
    <identifier type="issn">0743-7463</identifier>
    <identifier type="issn">1520-5827</identifier>
    <enrichment key="bibliotheksstandort">Sonderstandort: Publica-Schrank</enrichment>
    <enrichment key="date_peer_review">29.06.2009</enrichment>
    <author>L. Kind</author>
    <author>F.A. Plamper</author>
    <author>R. Göbel</author>
    <author>Alexandre Mantion</author>
    <author>A. H. E. Müller</author>
    <author>U. Pieles</author>
    <author>A. Taubert</author>
    <author>W. Meier</author>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Silica nanoparticles</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>3D TEM</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Star-shaped nanoparticles</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Raspberry-shaped nanoparticles</value>
    </subject>
    <collection role="literaturgattung" number="">Verlagsliteratur</collection>
    <collection role="fulltextaccess" number="">Physisches Exemplar in der Bibliothek der BAM vorhanden ("Hardcopy Access")</collection>
  </doc>
  <doc>
    <id>2746</id>
    <completedYear/>
    <publishedYear>2004</publishedYear>
    <thesisYearAccepted/>
    <language>eng</language>
    <pageFirst>635</pageFirst>
    <pageLast>638</pageLast>
    <pageNumber/>
    <edition/>
    <issue/>
    <volume>254-256</volume>
    <type>article</type>
    <publisherName>Trans Tech Publ.</publisherName>
    <publisherPlace>Aedermannsdorf</publisherPlace>
    <creatingCorporation/>
    <contributingCorporation/>
    <belongsToBibliography>1</belongsToBibliography>
    <completedDate>--</completedDate>
    <publishedDate>--</publishedDate>
    <thesisDateAccepted>--</thesisDateAccepted>
    <title language="eng">Do Calcium Zirconium Phoshate Ceramics Inhibit Mineralization?</title>
    <parentTitle language="eng">Key engineering materials</parentTitle>
    <identifier type="old">2726</identifier>
    <identifier type="issn">1013-9826</identifier>
    <enrichment key="bibliotheksstandort">Sonderstandort: Publica-Schrank</enrichment>
    <enrichment key="zsBemerkung">Die Aufnahme ist grundsätzlich falsch, da es sich bei "Key engineering materials" nicht um eine Zeitschrift handelt, sondern um eine Buchreihe. Da sehr viele Artikel an diesem Eintrag hängen, wäre die Korrektur aber extrem aufwändig.  Die Buchreihe findet sich in der Master Journal List bzw. in dem Journal Citation Report selbstverständlich nicht wieder, da es ja keine Zeitschrift ist. Allerdings wird die Buchreihe sehr wohl von Thomson-Reuters für Ihre Datenbank ausgewertet, als "Book Series". Daher muss sichergestellt werden, dass die dort erscheinenden Artikel auch für die "1000-Euro-Liste" berücksichtigt werden.  Die einfachste Lösung ist es, den Eintrag als Zeitschrift zu belassen, und das Häkchen bei "In MJL/CPCI von ISI enthalten" zu setzen. Das ist zwar formal nicht ganz korrekt, erzeugt aber das richtige Ergebnis.  Jan Harloff-Puhr 16.9.2014</enrichment>
    <enrichment key="date_peer_review">13.11.2003</enrichment>
    <author>U. Gross</author>
    <author>Ch. Müller-Mai</author>
    <author>Georg Berger</author>
    <author>Ute Ploska</author>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Calcium zirconium phosphate ceramics</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Rabbit model</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Tissue response</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Impaired mineralisation</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Inhibition of matrix vesicles</value>
    </subject>
    <collection role="literaturgattung" number="">Verlagsliteratur</collection>
    <collection role="fulltextaccess" number="">Physisches Exemplar in der Bibliothek der BAM vorhanden ("Hardcopy Access")</collection>
  </doc>
  <doc>
    <id>2116</id>
    <completedYear/>
    <publishedYear>2003</publishedYear>
    <thesisYearAccepted/>
    <language>eng</language>
    <pageFirst>629</pageFirst>
    <pageLast>632</pageLast>
    <pageNumber/>
    <edition/>
    <issue/>
    <volume>240-242</volume>
    <type>article</type>
    <publisherName>Trans Tech Publ.</publisherName>
    <publisherPlace>Aedermannsdorf</publisherPlace>
    <creatingCorporation/>
    <contributingCorporation/>
    <belongsToBibliography>1</belongsToBibliography>
    <completedDate>--</completedDate>
    <publishedDate>--</publishedDate>
    <thesisDateAccepted>--</thesisDateAccepted>
    <title language="eng">The Tissue Response to a Novel Calcium Zirconium Phosphate Ceramics</title>
    <parentTitle language="eng">Key engineering materials</parentTitle>
    <identifier type="old">2033</identifier>
    <identifier type="issn">1013-9826</identifier>
    <enrichment key="bibliotheksstandort">Sonderstandort: Publica-Schrank</enrichment>
    <enrichment key="eventName">15th International Symposium on Ceramics in Medicine ; 15th Annual meeting of the International Society for Ceramics in Medicine ; 15th Bioceramics</enrichment>
    <enrichment key="eventPlace">Sydney, NSW, Australia</enrichment>
    <enrichment key="eventStart">2002-12-04</enrichment>
    <enrichment key="eventEnd">2002-12-08</enrichment>
    <enrichment key="zsBemerkung">Die Aufnahme ist grundsätzlich falsch, da es sich bei "Key engineering materials" nicht um eine Zeitschrift handelt, sondern um eine Buchreihe. Da sehr viele Artikel an diesem Eintrag hängen, wäre die Korrektur aber extrem aufwändig.  Die Buchreihe findet sich in der Master Journal List bzw. in dem Journal Citation Report selbstverständlich nicht wieder, da es ja keine Zeitschrift ist. Allerdings wird die Buchreihe sehr wohl von Thomson-Reuters für Ihre Datenbank ausgewertet, als "Book Series". Daher muss sichergestellt werden, dass die dort erscheinenden Artikel auch für die "1000-Euro-Liste" berücksichtigt werden.  Die einfachste Lösung ist es, den Eintrag als Zeitschrift zu belassen, und das Häkchen bei "In MJL/CPCI von ISI enthalten" zu setzen. Das ist zwar formal nicht ganz korrekt, erzeugt aber das richtige Ergebnis.  Jan Harloff-Puhr 16.9.2014</enrichment>
    <enrichment key="date_peer_review">19.12.2002</enrichment>
    <author>U. Gross</author>
    <author>Ch. Müller-Mai</author>
    <author>Georg Berger</author>
    <author>Ute Ploska</author>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Ceramics</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Calcium Zirconium Phosphate</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Rabbit model</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Tissue response</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Impaired mineralisation</value>
    </subject>
    <collection role="literaturgattung" number="">Verlagsliteratur</collection>
    <collection role="fulltextaccess" number="">Physisches Exemplar in der Bibliothek der BAM vorhanden ("Hardcopy Access")</collection>
  </doc>
  <doc>
    <id>26086</id>
    <completedYear/>
    <publishedYear>2009</publishedYear>
    <thesisYearAccepted/>
    <language>eng</language>
    <pageFirst>1824</pageFirst>
    <pageLast>1831</pageLast>
    <pageNumber/>
    <edition/>
    <issue/>
    <volume>28</volume>
    <type>conferenceobject</type>
    <publisherName/>
    <publisherPlace/>
    <creatingCorporation>American Institute of Physics</creatingCorporation>
    <contributingCorporation/>
    <belongsToBibliography>1</belongsToBibliography>
    <completedDate>--</completedDate>
    <publishedDate>--</publishedDate>
    <thesisDateAccepted>--</thesisDateAccepted>
    <title language="eng">Application of POD to complex industrial problems: new approaches</title>
    <abstract language="eng">Ultrasonic phased array NDE has been applied to ensure the integrity of canisters for encapsulation of spent nuclear fuel. The performance of the NDE system is evaluated by the POD analysis. The POD analysis using a common method, â versus a, has been modified for the phased array ultrasonic inspections by two approaches: to take more influencing parameters into a, and to use a more sophisticated quantity as â. The POD with new a allows more detailed interpretation of POD for each parameter, and the new â gives more realistic POD. The methods are discussed and demonstrated with experimental data. In addition, an investigation of human factors is being planned and the plan is discussed.</abstract>
    <parentTitle language="eng">Review of quantitative nondestructive evaluation (AIP conference proceedings / 1096)</parentTitle>
    <identifier type="old">28831</identifier>
    <identifier type="isbn">978-0-7354-0629-2</identifier>
    <identifier type="doi">10.1063/1.3114180</identifier>
    <note>Serientitel: AIP conference proceedings – Series title: AIP conference proceedings</note>
    <enrichment key="bibliotheksstandort">Sonderstandort: Publica-Schrank</enrichment>
    <enrichment key="date_peer_review">25.06.2012</enrichment>
    <author>Kazunori Takahashi</author>
    <author>Mato Pavlovic</author>
    <author>Marija Bertovic</author>
    <author>Uwe Ewert</author>
    <author>Christina Müller</author>
    <author>U. Ronneteg</author>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Nondestructive testing</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Probability</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Ultrasonics</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Ultrasonic</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Phased array</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Probability of Detection (POD)</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Reliability</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Nuclear waste</value>
    </subject>
    <collection role="literaturgattung" number="">Verlagsliteratur</collection>
    <collection role="fulltextaccess" number="">Physisches Exemplar in der Bibliothek der BAM vorhanden ("Hardcopy Access")</collection>
  </doc>
  <doc>
    <id>28831</id>
    <completedYear/>
    <publishedYear>2013</publishedYear>
    <thesisYearAccepted/>
    <language>eng</language>
    <pageFirst>261</pageFirst>
    <pageLast>269</pageLast>
    <pageNumber/>
    <edition/>
    <issue>4</issue>
    <volume>55</volume>
    <type>article</type>
    <publisherName>Hanser</publisherName>
    <publisherPlace>München</publisherPlace>
    <creatingCorporation>Bundesanstalt für Materialforschung und -prüfung</creatingCorporation>
    <contributingCorporation/>
    <belongsToBibliography>1</belongsToBibliography>
    <completedDate>--</completedDate>
    <publishedDate>--</publishedDate>
    <thesisDateAccepted>--</thesisDateAccepted>
    <title language="eng">Paradigm shift in the holistic evaluation of the reliability of NDE systems</title>
    <abstract language="eng">Das Ziel des Artikels ist es eine Übersicht über neue methodische Ansätze und Verfahren zur Bewertung der Zuverlässigkeit von ZfP-Systemen in Übereinstimmung mit den spezifischen Anforderungen verschiedener industrieller Anwendungen zu geben. Nach einem Überblick über die in den vergangenen Jahrzehnten erreichten Fortschritte, wird der Fokus auf die gegenwärtigen Entwicklungen gerichtet. Für hohe Sicherheitsanforderungen wurde die quantitative Fehlerauffindwahrscheinlichkeit (probability of detection, POD) basierend auf 'hit/miss'- oder 'Signal-Response'-Analysen und die ROC-Analyse (Receiver Operating Characteristics) als typische Werkzeuge entwickelt. Im Rahmen des modularen Modells für die ZfP-Zuverlässigkeit unterscheidet man zwischen den rein physikalisch-technischen Einflussfaktoren, den industriellen Anwendungsfaktoren und den menschlichen Faktoren. Es hilft zum Beispiel zu erkennen, welche dieser Faktoren man in Modellierungsrechnungen bzw. mittels offenen oder Blindversuchen untersuchen kann. Ein neues Paradigma wird für die Betrachtung der POD als eine Funktion der gewählten Systemparameter und somit als Optimierungswerkzeug verwendet, anstelle sie für die endgültige Beurteilung zu nehmen. Zur Handhabung der Zuverlässigkeitsuntersuchung von realen Defekten in einer realistischen Umgebung werden ökonomisch vertretbare, aber dennoch präzise genug arbeitende Methoden, wie der Ansatz von Bayes oder modellbasierte Methoden vorgestellt. Die menschlichen Faktoren sind oft von ausschlaggebender Wichtigkeit für die Gesamtzuverlässigkeit. Hier hilft ein systematischer psychologischer Ansatz die Engpässe und Verbesserungsmöglichkeiten zu finden.</abstract>
    <parentTitle language="eng">Materials Testing</parentTitle>
    <identifier type="old">31716</identifier>
    <identifier type="doi">10.3139/120.110433</identifier>
    <identifier type="issn">0025-5300</identifier>
    <enrichment key="date_peer_review">29.07.2013</enrichment>
    <author>Christina Müller</author>
    <author>Marija Bertovic</author>
    <author>Mato Pavlovic</author>
    <author>Daniel Kanzler</author>
    <author>Uwe Ewert</author>
    <author>J. Pitkänen</author>
    <author>U. Ronneteg</author>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Zuverlässigkeit</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Modulares Modell</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>POD</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>Human factors</value>
    </subject>
    <collection role="literaturgattung" number="">Eigenverlag BAM</collection>
    <collection role="fulltextaccess" number="">Datei im Netzwerk der BAM verfügbar ("Closed Access")</collection>
  </doc>
  <doc>
    <id>28829</id>
    <completedYear/>
    <publishedYear>2013</publishedYear>
    <thesisYearAccepted/>
    <language>eng</language>
    <pageFirst>270</pageFirst>
    <pageLast>275</pageLast>
    <pageNumber/>
    <edition/>
    <issue>4</issue>
    <volume>55</volume>
    <type>article</type>
    <publisherName>Hanser</publisherName>
    <publisherPlace>München</publisherPlace>
    <creatingCorporation>Bundesanstalt für Materialforschung und -prüfung</creatingCorporation>
    <contributingCorporation/>
    <belongsToBibliography>1</belongsToBibliography>
    <completedDate>--</completedDate>
    <publishedDate>--</publishedDate>
    <thesisDateAccepted>--</thesisDateAccepted>
    <title language="eng">Safe product design - the role of the NDT reliability analysis</title>
    <abstract language="eng">Im Zuge der Anwendung des Schadens-Toleranz-Prinzips wird ein adäquates zerstörungsfreies Prüfsystem benötigt um strukturelle Integrität sicher zu stellen. Wenn ein zerstörungsfreies Prüfsystem jedoch bis zu den Grenzen der Detektionsfähigkeit beansprucht wird, liefert es keine übereinstimmende Indikationen der Defektentdeckung (Hit/Miss). Deshalb wird dessen Fähigkeit Defekte zu entdecken als Entdeckungswahrscheinlichkeit (POD Probability of Detection) ausgedrückt. In der herkömmlichen 'Signal Response' Signal-Antwort-Zuverlässigkeitsanalyse wird die Entdeckungswahrscheinlichkeit als eine Funktion der Defektgröße angegeben. Die Eignung des Prüfsystems wird durch den Vergleich der Größe des Defektes, der zuverlässig entdeckt wird, mit der des größten zulässigen Defektes, der die strukturelle Integrität nicht gefährdet, verifiziert. Analysen moderner Strukturen zeigen aber, dass auch andere Parameter den Schweregrad des Defektes bzgl. der Integrität der Struktur bestimmen können. Im Rahmen der Multi-Parameter-Zuverlässigkeitsanalyse kann die Entdeckungswahrscheinlichkeit als eine Funktion verschiedener Einflussparameter ausgedrückt werden. Wenn die Eignung des zerstörungsfreien Prüfsystems bestimmt wird, muss die Fähigkeit des Systems Defekte zu entdecken gegenüber dem kritischen Wert genau des Parameters ausgedrückt und geprüft werden, der den Schweregrad des Defektes für die Integrität der Struktur bestimmt. Die Nichterfüllung dieser Forderung kann zur Ablehnung von intakten Teilen oder der Akzeptanz von schlechten Teilen führen. Das Prinzip wird anhand von longitudinalen Ultraschall-Sende-Empfangs-Prüfdaten der Gußeisenmatrix mit oberflächenoffenen, semi-elliptischen, rißartigen Defekten demonstriert.</abstract>
    <parentTitle language="eng">Materials testing</parentTitle>
    <identifier type="old">31714</identifier>
    <identifier type="doi">10.3139/120.110434</identifier>
    <identifier type="issn">0025-5300</identifier>
    <enrichment key="bibliotheksstandort">Sonderstandort: Publica-Schrank</enrichment>
    <enrichment key="date_peer_review">29.07.2013</enrichment>
    <author>Mato Pavlovic</author>
    <author>Christina Müller</author>
    <author>Uwe Ewert</author>
    <author>U. Ronneteg</author>
    <author>J. Pitkänen</author>
    <author>C. Boller</author>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>POD</value>
    </subject>
    <subject>
      <language>eng</language>
      <type>uncontrolled</type>
      <value>TRL-UT</value>
    </subject>
    <collection role="literaturgattung" number="">Eigenverlag BAM</collection>
    <collection role="fulltextaccess" number="">Physisches Exemplar in der Bibliothek der BAM vorhanden ("Hardcopy Access")</collection>
  </doc>
</export-example>
