CFRP strengthened RC beams with pre-strengthening non-uniform reinforcement corrosion subjected to post-strengthening wetting/drying cycles-Reference-Cited by-同舟云学术

CFRP strengthened RC beams with pre-strengthening non-uniform reinforcement corrosion subjected to post-strengthening wetting/drying cycles

Published:2016-11 Issue: Volume:127 Page:331-343
ISSN:0141-0296
Container-title:Engineering Structures
language:en
Short-container-title:Engineering Structures

Author:

Zhang Dawei,Zhao Yuxi,Ueda Tamon,Li Xiangmin,Xu Qingfeng

Funder

Ministry of Education of China

Shanghai Key Laboratory of Engineering Structure Safety

Japan Society of Promotion of Science

Publisher

Elsevier BV

Subject

Civil and Structural Engineering

Reference57 articles.

1. American Concrete Institute (ACI). Guide for the design and construction of externally bonded FRP systems for strengthening concrete structures. ACI 440.2R-08, ACI Committee 440; 2008.

2. Creep behaviour of CFRP-strengthened reinforced concrete beams;Al Chami;Constr Build Mater,2009

3. Load-deflection behavior of RC beams strengthened with GFRP sheets subjected to different environmental conditions;Almusallam;Cem Concr Compos,2006

4. Mechanical behaviour of corroded RC beams strengthened by NSM CFRP rods;Almassri;Compos Part B: Eng,2014

5. Behaviour of corroded reinforced concrete beams repaired with NSM CFRP rods, experimental and finite element study;Almassri;Compos Part B: Eng,2015

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