Champagne Bar - Goodwood Racecourse, United Kingdom

Structures Analysed with Dlubal Software

  • Customer Project

Customer Project

The LEICHT company was awarded the design phase for the Champagne Bar’s new roof, located at the Goodwood Racecourse. The planning steps included the form-finding process, the membrane and supporting steel structure approval and design, and the membrane and cable cutting patterns.

Owner Tayio Europe GmbH
www.taiyo-europe.com
Architect Hopkins Architects Ltd.
www.hopkins.co.uk
Overall Planning of Steel Structure, Membranes, and Cables LEICHT Structural engineering and specialist consulting GmbH
www.leichtonline.com

Model Parameters

Model

The canopy consists of a prestressed PVC membrane suspended between two masts while anchored to the ground at the edges. The prestress horizontal forces are resisted by the supporting steel structure. The membrane’s prestress is applied through the masts’ opposite displacement, which pulls the suspended beams upward and, in turn, places tension on the membrane.

Between the highest points and the lateral bracing, polyester straps were integrated, which transfers forces from the bracing to the steel structure while also providing redundancy to keep the structure’s stability in the event the membrane is damaged.

In RFEM, a global model was created for the form-finding process as well as for the membrane and supporting steel structure design. In order to comply with all the required clearance profiles and avoid the formation of water pockets, a very differentiated form-finding procedure was carried out in which individual components were given the desired prestress, others a defined length, and some were excluded from the form-finding process in order to adapt to the given boundary conditions according to their stiffness. The membrane fabric was modeled as an orthotropic surface.

Project Location

Selhurstpark Rd, Chichester PO18 0PS
United Kingdom

Keywords

Membrane structure Cable structure Roof structure PVC membrane Form-finding Pattern planning Water pocket formation Pylon

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  • Updated 25 August 2022

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RFEM 5
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Structural engineering software for finite element analysis (FEA) of planar and spatial structural systems consisting of plates, walls, shells, members (beams), solids, and contact elements

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