Source Journal of Chinese Scientific and Technical Papers
Included as T2 Level in the High-Quality Science and Technology Journals in the Field of Architectural Science
Core Journal of RCCSE
Included in the CAS Content Collection
Included in the JST China
Indexed in World Journal Clout Index (WJCI) Report
Volume 45 Issue 4
Jun.  2015
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Article Contents
Zhang Peng, Liu Wenbing, Deng Yu, Qu Jian, Guo Jiajia, Yu Zhaohang, Zhao Simin. EXPERIMENTAL STUDY OF CRACK OF CFRP - PCPS COMPOSITES REINFORCED CONCRETE BEAMS[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(4): 72-76. doi: 10.13204/j.gyjz201504013
Citation: Zhang Peng, Liu Wenbing, Deng Yu, Qu Jian, Guo Jiajia, Yu Zhaohang, Zhao Simin. EXPERIMENTAL STUDY OF CRACK OF CFRP - PCPS COMPOSITES REINFORCED CONCRETE BEAMS[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(4): 72-76. doi: 10.13204/j.gyjz201504013

EXPERIMENTAL STUDY OF CRACK OF CFRP - PCPS COMPOSITES REINFORCED CONCRETE BEAMS

doi: 10.13204/j.gyjz201504013
  • Publish Date: 2015-04-20
  • Based on the flexural static loading test of six concrete beams,the crack distribution and development of CFRP - PCPs ( carbon fiber reinforced plastics prestressed concrete prisms) composites reinforced concrete beams under service load were researched. Considering the influence of CFRP - PCPs composites reinforcement,the calculation methods of maximum crack width and mean crack spacing of concrete beams with CFRP - PCPs composites reinforcement in current Chinese design code for concrete structures were modified. Whose results were compared with experimental results,showing a better agreement between test values and the calculated values given by the modified formulas.
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      沈阳化工大学材料科学与工程学院 沈阳 110142

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