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-...

Full description

Saved in:
Bibliographic Details
Published inComposite structures Vol. 69; no. 4; pp. 491 - 499
Main Authors Aref, Amjad J., Alampalli, Sreenivas, He, Yihong
Format Journal Article
LanguageEnglish
Published Oxford Elsevier Ltd 01.08.2005
Elsevier Science
Subjects
Online AccessGet full text

Cover

Loading…
More Information
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.
ISSN:0263-8223
1879-1085
DOI:10.1016/j.compstruct.2004.08.006