Solutions of the interfacial shear and normal stresses in plate flexural-strengthened beams based on different complementary strain energy assumptions

Author:

Van Pham Phe

Funder

National Foundation for Science and Technology Development

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference27 articles.

1. Experimental and analytical investigation of steel beams rehabilitated using GFRP sheets;El Damatty;J. Steel & Composite Structures.,2003

2. Slender Steel Columns Strengthened Using High Modulus CFRP Plates for Buckling Control;Shaat;Journal of Composites for Construction, ASCE,2009

3. Steel-FRP composite structural systems, Int. Conf. on Composite Construction in Steel and Concrete;Harries;Comp Constr Steel ConcVI ASCE Reston VA,2008

4. Analytical Prediction of the Linear and Nonlinear Behaviour of Steel Beams Rehabilitated using FRP Sheets;Youssef;Eng Struct,2006

5. Finite element formulation for the analysis of multilayered beams based on the principle of stationary complementary strain energy;Phe;Eng Struct,2018

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