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    Zur konstruktiven Durchbildung ausschließlich zugbeanspruchter Membranränder
    (1985) Gropper, Hans; Sobek, Werner
    Über Randausbildungen von Membrantragwerken werden theoretische Überlegungen angestellt. Anschließend wird über die Neuentwicklung eines textilen Randelementes berichtet, von dem ein Prototyp in Zusammenarbeit mit einer Weberei verwirklicht werden konnte. Dieser Prototyp wurde unter Einsatz verschiedener Verankerungen getestet. Die Verankerung von Synthesefaserzuggliedern stellt sich dabei als problematisch heraus und wird deshalb näher untersucht.
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    Schalungen aus pneumatisch vorgespannten Membranen
    (1990) Sobek, Werner
    Zur Lagerung von Feststoffen und Flüssigkeiten werden zunehmend Überdachungen und Speicherbehälter mit großen Abmessungen benötigt. Aufgrund der spezifischen Anforderungsprofile dieser Anlagen kommt der Wahl geeigneter Bauwerkstypen erhebliche wirtschaftliche Bedeutung zu, wobei der jeweilige Kostenrahmen durch die Effizienz der tragenden Struktur und das gewählte Bauverfahren maßgebend beeinflußt wird. Im Stahlbetonbau, der mengenmäßig von besonderem Interesse ist, haben sich die Schalentragwerke aufgrund ihres günstigen Lastabtragungsverhaltens als besonders geeigneter Tragwerkstyp vielfach bewährt.
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    Die Herstellung von Betonschalen auf pneumatisch gestützten Schalungen
    (1991) Sobek, Werner
    In einem kurzen Abriß werden in dem nachfolgenden Aufsatz einige der wesentlichen Gesichtspunkte bei der Verwendung pneumatisch gestützter Schalungen angesprochen. bevor näher auf die bisher entwickelten Bauverfahren und die damit gemachten Erfahrungen eingegangen wird.
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    Investigation of a large‐scale adaptive concrete beam with integrated fluidic actuators
    (2022) Burghardt, Timon; Kelleter, Christian; Bosch, Matthias; Nitzlader, Markus; Bachmann, Matthias; Binz, Hansgeorg; Blandini, Lucio; Sobek, Werner
    As the world population keeps growing, so does the demand for new construction. Considering material resources are limited, it will be unfeasible to meet such demand employing conventional construction methods. A new resource‐saving approach is provided by adaptive structures. Using sensors, actuators and control units, structures are enabled to adapt to loads, for example, to compensate for deformations. Since deformations are dominant in the design of bending‐stressed load‐bearing structures, adaptivity enables such structures to be realized using less material and achieving the same load‐bearing capacity in comparison to conventional designs. This article presents a concrete beam of typical building dimensions that compensates deflections by means of integrated fluidic actuators. These actuators offer the possibility of reacting optimally to general loading. The investigation is carried out on an approximately 4‐m‐long beam with integrated hydraulic actuators. To ensure the overall functionality, accurate dimensioning of the beam as well as the hydraulic system is mandatory. Analytical design of the beam and actuation system are carried out for predimensioning. Experimental testing validates the function and demonstrates that the adaptive beam works as predicted. A fully compensation in deflection is possible. Therefore, a significant increase in load‐bearing capacity is possible with the same material input compared to conventional beams.
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    Zur Charakteristik von Membran- und Seilnetzkonstruktionen
    (1993) Baus, Ursula; Sobek, Werner
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    Monitoring of the production process of graded concrete component using terrestrial laser scanning
    (2021) Yang, Yihui; Balangé, Laura; Gericke, Oliver; Schmeer, Daniel; Zhang, Li; Sobek, Werner; Schwieger, Volker
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    Technologische Grundlagen des textilen Bauens
    (1994) Sobek, Werner
    Ein tiefergehendes Verständnis des textilen Bauens wird durch die Kenntnis einer Reihe entwurfs-,material- und konstruktionsspezifischer Eigenarten der Bauweise möglich. Der nachfolgende Aufsatz gibt hierzu einen ersten Überblick. Er skizziert die grundlegenden, bei Entwurf, Materialwahl und Berechnung zu beachtenden Besonderheiten. Dabei wird eine Einschränkung auf textile Membranen vorgenommen.
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    Holistic quality model and assessment : supporting decision-making towards sustainable construction using the design and production of graded concrete components as an example
    (2022) Frost, Deniz; Gericke, Oliver; Di Bari, Roberta; Balangé, Laura; Zhang, Li; Blagojevic, Boris; Nigl, David; Haag, Phillip; Blandini, Lucio; Jünger, Hans Christian; Kropp, Cordula; Leistner, Philip; Sawodny, Oliver; Schwieger, Volker; Sobek, Werner
    This paper describes a holistic quality model (HQM) and assessment to support decision-making processes in construction. A graded concrete slab serves as an example to illustrate how to consider technical, environmental, and social quality criteria and their interrelations. The evaluation of the design and production process of the graded concrete component shows that it has advantages compared to a conventional solid slab, especially in terms of environmental performance. At the same time, the holistic quality model identifies potential improvements for the technology of graded concrete. It will be shown that the holistic quality model can be used to (a) consider the whole life cycle in decision-making in the early phases and, thus, make the complexity of construction processes manageable for quality and sustainability assessments and (b) make visible interdependencies between different quality and sustainability criteria, to help designers make better-informed decisions regarding the overall quality. The results show how different quality aspects can be assessed and trade-offs are also possible through the understanding of the relationships among characteristics. For this purpose, in addition to the quality assessment of graded concrete, an overview of the interrelations of different quality characteristics is provided. While this article demonstrates how a HQM can support decision-making in design, the validity of the presented evaluation is limited by the data availability and methodological challenges, specifically regarding the quantification of interrelations.
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    Tensile membrane structures
    (1990) Schlaich, Jörg; Bergermann, Rudolf; Sobek, Werner
    The first part of this paper provides some basic information on current textile material used in the manufacture of membranes, together with some detailing, in special the different systems of joining. The second part describes some of the most recent membrane, designed by the author, giving special attention to the most innovatory' aspects.
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    Covering "Les Arènes de Nîmes" with an air-inflated fabric structure
    (1989) Bergermann, Rudolf; Sobek, Werner
    Together with a team of architects, we started to develop and to design a structure which should cover the central part of the arena. The design yielded to a lightweight structure which is able to be installed within 21 days, designed to withstand a windspeed of 200 km/h and able to carry a snow load of 360 to - more than twice the deadweight of the new building. The air inflated cushion consists out of PVC-coated PETP-fabric membranes.