Three-dimensional finite element modeling of debonding failure of skew FRP-bonded concrete joints-Reference-Cited by-同舟云学术

Three-dimensional finite element modeling of debonding failure of skew FRP-bonded concrete joints

Published:2024-03 Issue: Volume:303 Page:117537
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Liu Wei-He,Kai Ming-Feng,Zhang Peng,Yu Tao,Dai Jian-Guo

Publisher

Elsevier BV

Reference68 articles.

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3. Effect of size on the failure of geometrically similar concrete beams strengthened in shear with FRP strips;Leung;J Compos Constr,2007

4. Behavior of reinforced concrete T-beams strengthened in shear with carbon fiber-reinforced polymer-an experimental study;Bousselham;Acids Struct J,2006

5. Experimental study of strengthening for increased shear bearing capacity;Carolin;J Compos Constr,2005

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