会议专题

STUDY ON COMPOSITE BEHAVIOR OF HYBRID FRP-CONCRETE BRIDGE SUPERSTRUCTURE SYSTEM

This paper presents analytical studies of an innovative hybrid FRP-concrete bridge superstructure system. Three rectangular GFRP box sections were bonded together to form the tensile layer,and a layer of concrete was placed in the compression zone of those sections. This new design was proposed in order to make the best of each constituent material,and to increase stiffness of GFRP composite structures. Numerical simulations were performed by using finite element method (FEM) and comparisons were made to observe the difference of the mechanical behaviour. According to the analysis of the analytical data,we can draw some instructive conclusions which can provide some references for applications.

Fibre reinforced Polymer Concrete Hybrid bridge superstructure system Finite element analysis

Tao Guo Yin Zhang C.S. Cai Louisiana State University,Louisiana 70803,U.S.AJi

Department of Civil Engineering,Tsinghua University,Beijing 100084,P.R.China Department of Civil Engineering,Tsinghua University,Beijing 100084,P.R.China Nanyang Institute of Te

国际会议

The Eleventh International Symposium on Structural Engineering(第十一届结构工程国际研讨会)

广州

英文

1581-1585

2010-12-01(万方平台首次上网日期,不代表论文的发表时间)