Evaluation of effective flange width by shear lag model for orthotropic FRP bridge decks-Reference-Cited by-同舟云学术

Evaluation of effective flange width by shear lag model for orthotropic FRP bridge decks

Published:2011-01 Issue:2 Volume:93 Page:474-482
ISSN:0263-8223
Container-title:Composite Structures
language:en
Short-container-title:Composite Structures

Author:

Zou Bin,Chen An,Davalos Julio F.,Salim Hani A.

Publisher

Elsevier BV

Subject

Civil and Structural Engineering,Ceramics and Composites

Reference27 articles.

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3. ABAQUS. User’s manual, V 6.3. RI (USA): HKS, Inc.; 2002.

4. Effective widths of composite beams of steel and concrete;Adekola;Struct Engineer,1968

5. The dependence of shear lag on partial interaction in composite beams;Adekola;Int J Solids Struct,1974

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