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针对一种新型的拉挤成型纤维增强复合材料(FRP)桥面板型材进行静载极限承载力试验分析,并通过有限元软件ANSYS进行有限元仿真模拟,试验与有限元分析对比验证得出此FRP型材的破坏模式,并为FRP桥面板型材的实际工程设计与工程应用提供依据。
A new type of pultruded fiber reinforced composite (FRP) deck slab is tested under static load. The finite element simulation is carried out by the finite element software ANSYS. The results of the test and the finite element analysis show that the FRP Profile failure mode, and provide the basis for the actual engineering design and engineering application of FRP bridge deck section.