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Volume 37 Issue 4
Dec.  2014
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Zhang Ke, . ANALYSIS OF FLEXURAL FAILURE MODE OF RC BEAMS STRENGTHENED WITH CFRP SHEETS[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(4): 81-83. doi: 10.13204/j.gyjz200704022
Citation: Zhang Ke, . ANALYSIS OF FLEXURAL FAILURE MODE OF RC BEAMS STRENGTHENED WITH CFRP SHEETS[J]. INDUSTRIAL CONSTRUCTION, 2007, 37(4): 81-83. doi: 10.13204/j.gyjz200704022

ANALYSIS OF FLEXURAL FAILURE MODE OF RC BEAMS STRENGTHENED WITH CFRP SHEETS

doi: 10.13204/j.gyjz200704022
  • Received Date: 2006-08-20
  • Publish Date: 2007-04-20
  • It is analyzed and proposed the nine flexural failure modes and the conditions of their mutual transformation, which may occur in RC beams strengthened with CFRP sheets. On the basis of which the bearing capacities of the strengthened beams with common failure modes are also given, and the conclusions are verified by the test data from literatures.
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  • [2] 叶列平,庄江波,沙吾列提.拜开依,等.预应力碳纤维布加固钢筋混凝土T形梁的试验研究//第七届全国建筑物鉴定与加固改造学术会议论文集.重庆:2004.895-903
    张轲.预应力碳纤维布加固混凝土梁弯曲疲劳性能研究:[博士学位论文].北京:清华大学,2005
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