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This thesis is dedicated to the structured sheet metals topic. Structured sheet metals are semi-finished products with the honeycomb (cell) shape, made by cold forming of the flat sheets. They represent an innovative technology in the field of lightweight construction. In recent years, this technology has undergone dynamic development what gives to researchers possibilities to improve the level of knowledge about structured sheets metals properties and explore new application fields for them.
The structuring improves basic properties, such as stiffness, compared to the flat sheet material. Due to these advantages, the use of structured sheet metals offers enormous innovation potential for efficient lightweight construction in many industrial sectors such as aerospace, rail transport technology, architectural products. Structured sheets have already been implementing in lighting technology, in the manufacture of household appliances and even in automotive industry. So that, the question arises if it possible to apply this kind of material successfully in other areas such as building industry.
This work contains an overview of the lightweight constructions historical development and stiffening elements in the steel industry, also the creation process of structured sheet metals, manufacturing investigated specimens, further bending tests, numerical simulations, analysis and comparison of resulting data and possible further use of lightweight beams with structured sheet elements as a building construction.
In this work beams compound of structured and flat plates are investigated. Steps of structured plates manufacturing process are described: hydroforming, point- and laser welding and bending. As a result, lightweight beams of two main shapes are manufactured: C- and square sectioned. There are four types of beams for each of the shapes are investigated. Every type has same geometrical dimensions, but thicknesses vary.
The series of laboratory tests with created beams under load is made. Three- and four-points bending tests are chosen for that.
This work also presents numerical analysis based on conducted experiments: buckling and global non-linear behavior of specimens by use of the software package ABAQUS/CAE are obtained. The behavior of the beams with structured and flat sheets under load is analyzed and the comparison of parameters such as load bearing capacity and stiffnesses is made.
Finally, in addition to laboratory and simulations, parametric modelling is done. Also, based on parametric calculations, the proposal for calculation the beams stiffness for with higher thicknesses is given. It allows to predict the behavior of beams with structured sheets with different thicknesses without manufacturing and conducting the expensive and time-taking laboratory experiments.
In conclusion, the recommendations for the simplifying of manufacturing process and for the improving of the beams stiffnesses are given.
Die vorliegende Arbeit beschäftigt sich mit der Erweiterung der Vereinfachten Fließzonentheorie, welche ein effizientes Verfahren zur Abschätzung von Zustandsgrößen im Einspielzustand ist. Die wesentlichen Erweiterungen werden im Bereich der Mehr-Parameterbelastungen und in der Verwendung von Theorie II. Ordnung beschrieben.
Bei der Berücksichtigung von paarweise auftretenden Lastfällen (Ein-Parameterbelastungen) hat sich das Verfahren bereits bewährt und wird in dieser Arbeit für die Berücksichtigung von beliebig vielen Lastfällen (Mehr-Parameterbelastungen) erweitert. Es wird in numerischen Untersuchungen nachgewiesen, dass eine paarweise Betrachtung von Lastfällen gegenüber der Mehr-Parameterbelastung zu Fehleinschätzungen der Beanspruchungen führen kann. Die Berücksichtigung aller beteiligten Einwirkungen durch Mehr-Parameterbelastungen in der Vereinfachten Fließzonentheorie liefert einen effizienten und detaillierten Einblick in elastisch-plastisch beanspruchte Tragwerke im Einspielzustand. (DFG-Projektnummer: 286671283)
Schlanke Tragwerke, bei denen die Struktursteifigkeit durch Membranspannungen beeinflusst wird, erfordern eine Berechnung nach Theorie II. Ordnung. Bei unter Druck stehenden Rohrleitungen und insbesondere bei dünnwandigen Rohrbögen können signifikante Steifigkeitseffekte beobachtet werden. Treten zusätzlich zyklische und überelastische Beanspruchungen auf, interagiert die geometrische Nichtlinearität und die Materialnichtlinearität. Um dem daraus entstehenden hohen Berechnungsaufwand entgegenzutreten, wird eine Technik vorgestellt, die es ermöglicht, die Vereinfachte Fließzonentheorie unter Berücksichtigung von Theorie II. Ordnung zu verwenden. An numerischen Untersuchungen wird gezeigt, dass diese Weiterentwicklung der Vereinfachten Fließzonentheorie eine hohe Qualität der Ergebnisse bei deutlich geringerem Berechnungsaufwand liefert. (DFG-Projektnummer: 416907346)
Indawgyi Lake is one of the largest lakes in East Asia. Due to its habitat diversity and its great importance for international bird migration, it has the status of an UNESCO biosphere reserve. In the last decades, anthropogenic pressures on the lake due to increasing population numbers, overfishing and intensification of agriculture and forestry as well as to the impacts by artisanal small-scale gold mining in the catchment area have increased sharply. As a result of gold mining, lake inflows have very high suspended matter loads, both from the washing of gold-bearing sediments and from soil erosion as a result of the destruction of the floodplain and of the forest close to the river. The input of sediments and suspended matter from the Hkaung Tung Hka Chaung River has led to massive deposits of river sediments in the southern part of Indawgyi Lake within a few years.
In the context of short-term investigations and a one-year monitoring close to the stream mouth, the extent of the suspended matter input from Hkaung Tung Hka Chaung River into Indawgyi Lake was estimated and heavy metal pollution concentrations of the suspended matter were measured as a basis for recommendations for the reduction of the pollution pressure on the lake.
Sedimentation analyses showed that the river water was still very turbid even after 50 hours due to high concentrations of very small solids. In contrast, material in the size of sand grains settled completely after about ten hours. The clay fraction of the suspended matter was heavily contaminated by different heavy metals, including cadmium, copper, nickel, chromium and lead.
The load of suspended matter was subject to strong fluctuations and showed no correlation with the discharge. The mean concentration of suspended matter was 9.6 g/L (as dry weight per volume of water). The daily dry matter load in Hkaung Tung Hka Chaung River varied between 2.3 and 2,900 t. The mean load was 359 t/d, with by far the largest amount being transported by the river during the rainy season during times of high discharge. That indicates that, in addition to direct inputs from mining activity, there was also suspended matter input from soil erosion and from the remobilization of river sediments. The estimates of the annual input into Indawgyi Lake came to an amount of about 133,000 t. This corresponds to a volume of the fresh matter between 0.26 and 0.4 million m³.
The results show the urgent need for a control of the artisanal small-scale gold mining activities and for the building of sedimentation basins at Hkaung Tung Hka Chaung River to protect Indawgyi Lake with its highly valuable ecosystem.