02 Fakultät Bau- und Umweltingenieurwissenschaften
Permanent URI for this collectionhttps://elib.uni-stuttgart.de/handle/11682/3
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Item Open Access Designing actuation concepts for adaptive slabs with integrated fluidic actuators using influence matrices(2022) Nitzlader, Markus; Steffen, Simon; Bosch, Matthias J.; Binz, Hansgeorg; Kreimeyer, Matthias; Blandini, LucioPrevious work has shown that floor slabs make up most of the material mass of building structures and are typically made of reinforced concrete. Considering the associated resource consumption and greenhouse gas emissions, new approaches are needed in order to reduce the built environment’s impact on the ongoing climate crisis. Various studies have demonstrated that adaptive building structures offer a potential solution for reducing material resource consumption and associated emissions. Adaptive structures have the ability to improve load-bearing performance by specifically reacting to external loads. This work applies the concept of adaptive structures to reinforced concrete slabs through the integration of fluidic actuators into the cross-section. The optimal integration of actuators in reinforced concrete slabs is a challenging interdisciplinary design problem that involves many parameters. In this work, actuation influence matrices are extended to slabs and used as an analysis and evaluation tool for deriving actuation concepts for adaptive slabs with integrated fluidic actuators. To define requirements for the actuator concept, a new procedure for the selection of actuation modes, actuator placement and the computation of actuation forces is developed. This method can also be employed to compute the required number of active elements for a given load case. The new method is highlighted in a case study of a 2 m × 2 m floor.Item Open Access Schalungen aus pneumatisch vorgespannten Membranen(1990) Sobek, WernerZur 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.Item Open Access Editorial - transformable structures and envelopes in architecture and civil engineering(2023) Phocas, Marios C.; Matheou, MariaItem Open Access Technologische Grundlagen des textilen Bauens(1994) Sobek, WernerEin 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.Item Open Access D1244: Design and construction of the first adaptive high-rise experimental building(2022) Blandini, Lucio; Haase, Walter; Weidner, Stefanie; Böhm, Michael; Burghardt, Timon; Roth, Daniel; Sawodny, Oliver; Sobek, WernerAn interdisciplinary research team of the University of Stuttgart has been working extensively since 2017 on the development and integration of adaptive systems and technologies in order to provide solutions for a more sustainable built environment. An experimental 36.5 m tall high-rise building, called D1244, was designed and completed in 2021 to show the potential of adaptive structures and facades as well as to verify on a real scale the developed systems and the related numerical predictions. The building was designed to offer a flexible experimental platform: each component is dismountable so that structural as well as facades elements can be replaced with new ones introducing new functionalities to be investigated. The structure is currently equipped with twenty-four hydraulic actuators that are installed in the columns and diagonal bracers. Strain gauge sensors and an optical tracking system are employed to monitor the state of the structural system. This paper describes the design and construction of the adaptive tower as well as the preliminary experimental testing on different scaled structural prototypes. The research work on these prototypes provided relevant information for the final set-up of the high-rise building. An outlook on future research, including the planned first structural testing phase and the implementation of adaptive facade systems, is included at the end.Item Open Access Using influence matrices as a design and analysis tool for adaptive truss and beam structures(2020) Steffen, Simon; Weidner, Stefanie; Blandini, Lucio; Sobek, WernerDue to the already high and still increasing resource consumption of the building industry, the imminent scarcity of certain building materials and the occurring climate change, new resource- and emission-efficient building technologies need to be developed. This need for new technologies is further amplified by the continuing growth of the human population. One possible solution proposed by researchers at the University of Stuttgart, and which is currently further examined in the context of the Collaborative Research Centre (SFB) 1244 Adaptive Skins and Structures for the Built Environment of Tomorrow is that of adaptivity. The integration of sensors, actuators, and a control unit enables structures to react specifically to external loads, when needed (e.g., in the case of high but rare loads). For example, adaptivity in load-bearing structures allows for a reduction of deflections or a homogenization of stresses. This in its turn allows for ultra-lightweight structures with significantly reduced material consumption and emissions. To reach ultra-lightweight structures, i.e., adaptive load-bearing structures, two key questions need to be answered. First, the question of optimal actuator placement and, second, which type of typology (truss, frame, etc.) is most effective. One approach for finding the optimal configuration is that of the so-called influence matrices. Influence matrices, as introduced in this paper, are a type of sensitivity matrix, which describe how and to which extend various properties of a given load-bearing structure can be influenced by different types of actuation principles. The method of influence matrices is exemplified by a series of studies on different configurations of a truss structure.Item Open Access Analytical and numerical case studies on tailoring stiffness for the design of structures with displacement control(2023) Trautwein, Axel; Prokosch, Tamara; Senatore, Gennaro; Blandini, Lucio; Bischoff, ManfredThis paper discusses the role that structural stiffness plays in the context of designing adaptive structures. The focus is on load-bearing structures with adaptive displacement control. A design methodology is implemented to minimize the control effort by making the structure as stiff as possible against external loads and as flexible as possible against the effect of actuation. This rationale is tested using simple analytical and numerical case studies.Item Open Access Simulation-based investigations of the load-bearing behavior of concrete hollow sphere slabs exposed to fire(2022) Miller, Olga; Gericke, Oliver; Nigl, David; Kovaleva, Daria; Blandini, LucioThis paper concerns the investigations of the flexural capacity of concrete slabs with integrated concrete hollow spheres that are subjected to fire and their mass saving potential compared to solid slabs. (1) Background: The overuse of concrete in construction contributes considerably to global CO2 emissions; therefore, the potential for mass reduction in structural components must be fully exploited. However, the design regulations for weight-minimized components, particularly slabs with internal voids, are often not explicitly covered by standards, such as the fire design standard relevant to this paper. (2) Methods: Based on the design guidelines for statically determinate structures in Eurocode 2-2 and DIN 4102-4, a solid slab and a concrete slab with concrete hollow spheres are designed and evaluated with regard to their weight and flexural capacity when subjected to fire. The temperature profiles within the slab cross-section exposed to fire are simulated using ABAQUS finite element software, considering the physically nonlinear, temperature-dependent material behavior of concrete and steel. Using these results, the strain distribution corresponding to the maximum flexural moment is iteratively determined at the weakest cross-section, which exhibits the largest void. (3) Results: All components show sufficient flexural capacity for the target fire duration of 90 min. (4) Conclusion: In the context of this study, the design guidelines according to Eurocode 2-2 and DIN 4102-4 are proven to be fully applicable also for concrete hollow sphere slabs.Item Open Access Brücken zum Anfassen : Fußgängerbrücken in Stuttgart ; Konstruktion und Gestalt ; Tragwerk und Form ; eine Herausforderung an Ingenieure(1982) Sobek, WernerFußgängerbrücken sind anders. Verkehrsbrücken beeinflußt der Verkehr mit allen seinen rationalen Zwängen. Fußgängerbrücken gehören alleine dem Menschen. Der menschliche Maßstab bestimmt Konstruktion und Gestalt. Gehen und Stehen, Sehen und Anfassen vermitteln das Erlebnis des Überganges, des Überwindens von Trennendem. Fußgängerbrücken folgen auch funktionalen Bedingungen. Das ist mit Gewißheit nicht das Entscheidende, sondern das Maß des Schönen, des Angenehmen, des Wohlgefälligen, vielleicht auch des Erfühlten, was irgend nur den Weg des Menschen über eine Brücke begleiten kann, gehören dazu.Item Open Access Bauen mit Membranen : Überdachung von zwei Warenhäusern in Kalifornien(1982) Sobek, WernerIm Südteil der Stadt San Jose an der San Franzisco Bay in Kalifornien wurde 1978 eine Ladenstrasse eröffnet, an deren Ende sich ein zweigeschossiges Kaufhaus befindet: Bullocks Department Store. Bei diesem Gebäude wurde das mittlere Drittel der sonst in konventioneller Flachdachbauweise erstellten Dachfläche durch ein Membrantragwerk überdacht. Eine Grundfläche von 30 x 50 m wurde mit 2 Paaren sich kreuzender HolzleimBogenbinder überspannt, über die sich eine schneeweisse Gewebemembran mit 1700 m² Fläche zieht.