Performance Evaluation of FRP Bridge Deck Component under Torsion

Author:

Prachasaree Woraphot123,GangaRao Hota V.123,Shekar Vimala123

Affiliation:

1. Graduate Research Assistant, Dept. of Civil and Environmental Engineering, College of Engineering and Mineral Resources, West Virginia Univ., Morgantown, WV 26506-6103.

2. Director, Constructed Facilities Center and Professor, Dept. of Civil and Environmental Engineering, College of Engineering and Mineral Resources, West Virginia Univ., Morgantown, WV 26506-6103.

3. Engineering Scientist, Constructed Facilities Center, Dept. of Civil and Environmental Engineering, College of Engineering and Mineral Resources, West Virginia Univ., Morgantown, WV 26506-6103.

Publisher

American Society of Civil Engineers (ASCE)

Subject

Building and Construction,Civil and Structural Engineering

Reference19 articles.

1. ASTM. (1993). “Shear properties of composite materials by the V-notched beam method.” ASTM D5379/D5379M West Conshohocken Pa.

2. A Vlasov theory for fiber-reinforced beams with thin-walled open cross sections;Bauld N. R.;Int. J. Solids Struct.,1988

3. Torsion of Thin Orthotropic Open Sections

4. Deepthi P. (2004). “Structural performance of low-profile FRP composite cellular modules.” Master’s thesis Dept. of Civil Engineering West Virginia Univ. Morgantown W.Va.

5. Characterization of GFRP pultruded box beams under static and fatigue loads;GangaRao H. V. S.;SAMPE Q.,1993

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