4.7 Article

Structural design assisted by testing for modular coreless filament-wound composites: The BUGA Fibre Pavilion

期刊

CONSTRUCTION AND BUILDING MATERIALS
卷 301, 期 -, 页码 -

出版社

ELSEVIER SCI LTD
DOI: 10.1016/j.conbuildmat.2021.124303

关键词

Carbon fibre; Fibre-polymer composites; Buckling; Finite element analysis (FEA); Mechanical testing; Coreless filament winding; Lightweight dome structure

资金

  1. Deutsche Forschungsgemeinschaft (DFG, German Research Foundation) [EXC 2120/1 - 390831618]
  2. FibR GmbH
  3. PFEIFER GmbH
  4. Bundesgartenschau Heilbronn GmbH

向作者/读者索取更多资源

The BUGA Fibre Pavilion, built in Germany in 2019, utilizes modular fibre-polymer composite components for its construction. An experimental design approach and structural testing were employed for the design and validation of these components.
The BUGA Fibre Pavilion was built in 2019 in the Bundesgartenschau (National Gardening exhibition) at Heilbronn, Germany. The pavilion consists of modular fibre-polymer composite components made out of glass and carbon fibres with an epoxy resin matrix. The fabrication technique employed, called coreless filament winding (CFW), is a variant from conventional filament winding where the core is reduced to minimum frame support. The fibres are wound between these frames, freely spanning and creating the resulting geometry through fibre interaction. For the structural design of these components, conventional modelling and engineering methods were not sufficient as the system cannot be adequately characterized in the early stage. Therefore, a more experimental design approach is proposed for the BUGA Fibre Pavilion, where different levels of detailing and abstraction in the FE simulations are combined with prototyping and structural testing. This paper shows the procedure followed for the design and validation of the structural fibre components. In this process, the simulations are used as a design tool rather than a way to predict failure, while mechanical testing served for the verification and validation of the structural capacity.

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