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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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