COMPUTATIONAL METHOD OF BEARING CAPACITY OF BENDING NORMAL SECTION OF REINFORCED CONCRETE BEAM WITH RECTANGULAR SECTION STRENGTHENED BY CFRP

Xue Ping

doi:10.13204/j.gyjz200405024

Volume 34 Issue 5

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2004 > 34(5): 76-77,90

Xue Ping. COMPUTATIONAL METHOD OF BEARING CAPACITY OF BENDING NORMAL SECTION OF REINFORCED CONCRETE BEAM WITH RECTANGULAR SECTION STRENGTHENED BY CFRP[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(5): 76-77,90. doi: 10.13204/j.gyjz200405024

Citation:

Xue Ping. COMPUTATIONAL METHOD OF BEARING CAPACITY OF BENDING NORMAL SECTION OF REINFORCED CONCRETE BEAM WITH RECTANGULAR SECTION STRENGTHENED BY CFRP[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(5): 76-77,90. doi: 10.13204/j.gyjz200405024

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COMPUTATIONAL METHOD OF BEARING CAPACITY OF BENDING NORMAL SECTION OF REINFORCED CONCRETE BEAM WITH RECTANGULAR SECTION STRENGTHENED BY CFRP

doi: 10.13204/j.gyjz200405024

Xue Ping

1.
Xi'an Railway Transportation Staff and Workers University Xi'an 710015

Received Date: 2003-12-29
Publish Date: 2004-05-20

Abstract

Abstract

By summarizing various experiments and researches, the paper applies the mature theory of calculating the bearing capacity of a bending normal section of the RC beam with rectangular section is used, and the computational formula of the bearing capacity of the bending normal section of single rebar RC beam with rectangular section strengthened by CFRP, which meets the requirements of experiments results.It may be a reference for engineering design.
- CFRP,
- reinforced concrete beam,
- bending,
- normal section,
- ultimate bearing capacity

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References(4)

References

吴刚.碳纤维布用于钢筋混凝土梁抗弯加固的试验研究.建筑结构,2000,30(7):3～10

[2] 吴刚,吕志涛.外贴CFRP加固混凝土结构的抗弯设计方法.建筑结构,2000,30(7):7～10

[3] 赵彤.碳纤维加固钢筋混凝土梁的受弯承载力试验研究.建筑结构,2000,30(7):11～15

[4] GB 50010-2002 混凝土结构设计规范

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