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
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
NONLINEAR ANALYSIS OF PRESTRESSED CONCRETE HOLLOW SLABS STRENGTHENED WITH CFRP PLATE
Received Date: 2006-08-18
Publish Date:
2006-11-20
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.
References
徐维林.碳纤维织物粘贴加固混凝土梁的试验研究:[硕士学位论文].徐州:中国矿业大学,2001
[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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