EXPERIMENT STUDY ON CRACK OF CONCRETE BEAMS OF CFRP-PCPs COMPOSITE TENDONS UNDER LOW CYCLIC LOADINGS

Zhang Peng; Zhong Qingyu; Deng Yu; Nie Wei; Liu Wenbing; Mou Xiaohui

doi:10.13204/j.gyjz201410004

Volume 44 Issue 10

Jan. 2015

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Zhang Peng, Zhong Qingyu, Deng Yu, Nie Wei, Liu Wenbing, Mou Xiaohui. EXPERIMENT STUDY ON CRACK OF CONCRETE BEAMS OF CFRP-PCPs COMPOSITE TENDONS UNDER LOW CYCLIC LOADINGS[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(10): 16-20. doi: 10.13204/j.gyjz201410004

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Zhang Peng, Zhong Qingyu, Deng Yu, Nie Wei, Liu Wenbing, Mou Xiaohui. EXPERIMENT STUDY ON CRACK OF CONCRETE BEAMS OF CFRP-PCPs COMPOSITE TENDONS UNDER LOW CYCLIC LOADINGS[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(10): 16-20. doi: 10.13204/j.gyjz201410004

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EXPERIMENT STUDY ON CRACK OF CONCRETE BEAMS OF CFRP-PCPs COMPOSITE TENDONS UNDER LOW CYCLIC LOADINGS

doi: 10.13204/j.gyjz201410004

Publish Date: 2014-10-30

Abstract

Abstract

Based on the tests of different tension control stress，pre-compressive strength and different cross-sectional dimension of 5 CFＲP-PCPs composite reinforced concrete beams under low cyclic loading． It was compared the characteristics of fracture distribution and development． Considering the calculation method for crack width in the current national standard “Code for Design of Concrete Structuses” ( GB 50010—2010 ) and according to experiments，the formula for calculating maximum crack width of the reinforced concrete beams of CFRP-PCPs under low cyclic loadings was given． The comparison showed that the test results agreed well with the calculated values．
- CFRP-PCPs composite tendons,
- concrete beams,
- low cyclic loadings,
- experimental research

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