Experimental and theoretical studies on the shear performance of innovative box-shape FRP profile-concrete hybrid beams

Author:

Zhang PuORCID,Liu Xuan-Yu,Li Qi-Long,Deng En-Feng,Gao Dan-Ying,Zhang Zhe,Sheikh Shamim AhmedORCID

Publisher

Elsevier BV

Subject

Safety, Risk, Reliability and Quality,Building and Construction,Architecture,Civil and Structural Engineering

Reference34 articles.

1. A nonlinear model for predicting intermediate crack-induced debonding in FRP-retrofitted beams in flexure;Ahmed Mostafa;Compos Struct,2017

2. A new discrete method to model unidirectional FRP-to-parent material bonded joints subjected to mechanical loads;Biscaia;Compos Struct,2015

3. Development Prospect of FRP Reinforced Structure Technology in China;Yang,2014

4. Guide for the Design and Construction of Externally Bonded FRP Systems for Strengthening Concrete Structures (ACI 440.2R-02);Soudki;Structures Congress,2005

5. Study on the Structural Characterization and the Design Method of FRP Bridge Deck Structures;Yin;J Changzhou Institu Technol,2006

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