Zhi-qiang, Lu and De-yuan, Li and Diviani, Luca (2014) Strength Analysis of TSCB Pedestrian Bridges Based on Tsai-Wu Failure Criteria. Journal of Guangdong University of Technology, 31 (1). pp. 101-106.
Full text not available from this repository.Abstract
The rapid development of FRP ( Filler Reinforced Polymer ) technology makes it possible to build new pedestrian bridges for public and industrial use. Pedestrian bridges constructed with FRP have the advantages of rapid installation, light weight, corrosion resistance and convenient maintenance. Strength and deflection simulations were studied by using finite element software ANSYS, based on the SWİSS FRP structural TSCB pedestrian bridge. The Tsai-Wu failure criteria was used to determine the fail-ure damage of the FRP composite material. The vertical largest deflection was simulated and studied un-der maximum pedestrian load. The strength and deformation analysis provides safety reference for the de-sign of TSCB pedestrian bridges
| Item Type: | Scientific journal article, Newspaper article or Magazine article |
|---|---|
| Subjects: | Engineering > Civil engineering > Structural engineering Engineering > Mechanical engineering Thechnologies > Materials technology not otherwise specified > Materials technology > Engineering materials |
| Department/unit: | Dipartimento tecnologie innovative > Istituto di ingegneria meccanica e tecnologia dei materiali |
| Depositing User: | Luca Diviani |
| Date Deposited: | 03 Feb 2015 10:59 |
| Last Modified: | 07 Jul 2016 08:12 |
| URI: | http://repository.supsi.ch/id/eprint/6048 |
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