NONLINEAR ANALYSIS OF PRESTRESSED CONCRETE HOLLOW SLABS STRENGTHENED WITH CFRP PLATE

Zhang Peng; Yu Yonghe; Mo Cexian; Li Bing; Wei Yongle

doi:10.13204/j.gyjz200611026

Volume 36 Issue 11

Dec. 2014

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Zhang Peng, Yu Yonghe, Mo Cexian, Li Bing, Wei Yongle. NONLINEAR ANALYSIS OF PRESTRESSED CONCRETE HOLLOW SLABS STRENGTHENED WITH CFRP PLATE[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(11): 106-108. doi: 10.13204/j.gyjz200611026

Citation:

Zhang Peng, Yu Yonghe, Mo Cexian, Li Bing, Wei Yongle. NONLINEAR ANALYSIS OF PRESTRESSED CONCRETE HOLLOW SLABS STRENGTHENED WITH CFRP PLATE[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(11): 106-108. doi: 10.13204/j.gyjz200611026

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NONLINEAR ANALYSIS OF PRESTRESSED CONCRETE HOLLOW SLABS STRENGTHENED WITH CFRP PLATE

doi: 10.13204/j.gyjz200611026

1.
Department of Civil Engineering,Guangxi University of Technology Liuzhou 545006

Received Date: 2006-08-18
Publish Date: 2006-11-20

Abstract

Abstract

Based on the analysis of the relation of moment and curvature of prestressed concrete hollow slabs strengthened with CFRP plate,the moment and curvature of a specified section are given,namely,the curve of M-.The computed result is compared with that of the test,which verifis the reliability of the method and the program.
- carbon fiber reinforced plastics plate,
- strengthen,
- prestressed concrete,
- nonlinear analysis

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References(4)

References

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[2] 过镇海.钢筋混凝土原理.北京:清华大学出版社,1999

[3] 熊学玉,黄鼎业.预应力工程设计施工手册.北京:中国建筑工业出版社,2003

[4] Yousef A AL-Salloum,Saleh H Alsayed,Tarek H Almusallam,et al.Evaluation of Service Load Deflection for Beams Reinforced by GFRP bars.Advanced Composite Materials in Bridges and Structures,1996

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