Performance of a fiber reinforced polymer web core skew bridge superstructure. Part I: field testing and finite element simulations
The structural behavior of a fiber reinforced polymer (FRP) web core skew bridge superstructure is studied in this two-part paper. The two-lane bridge is a simply supported superstructure with a 7.807 m span, 10.071 m wide and a 30° skew angle. The FRP bridge deck is a sandwich structure with a two-...
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Published in | Composite structures Vol. 69; no. 4; pp. 491 - 499 |
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Main Authors | , , |
Format | Journal Article |
Language | English |
Published |
Oxford
Elsevier Ltd
01.08.2005
Elsevier Science |
Subjects | |
Online Access | Get full text |
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Summary: | The structural behavior of a fiber reinforced polymer (FRP) web core skew bridge superstructure is studied in this two-part paper. The two-lane bridge is a simply supported superstructure with a 7.807
m span, 10.071
m wide and a 30° skew angle. The FRP bridge deck is a sandwich structure with a two-way web core matrix and faceskins, fabricated by a molding process with E-glass fibers and vinylester resins. Four field tests have been performed since then. In this first part, the bridge structural configurations and the field test results are presented. A finite element model is developed and validated by field testing to simulate the bridge structural behavior. The comparison of the field testing and numerical simulation results shows a good agreement and bridge is performing as designed. |
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ISSN: | 0263-8223 1879-1085 |
DOI: | 10.1016/j.compstruct.2004.08.006 |