EXPERIMENTAL RESEARCH ON THE SERVICE PERFORMANCE OF SIMPLE-BEARING T-TYPE BEAMS REINFORCED BY EXTERNALLY PRESTRESSED TENDON

Jiang Haibo; Huang Feixin; Deng Hui; Lin Binwei; Zou Ping

doi:10.13204/j.gyjz201006017

Volume 40 Issue 6

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2010 > 40(6): 74-78

Pei Qiang, Quan Houhui, Tian Jing. STATISTICAL ANALYSIS OF THE STRONG MOTION RECORDS AND PRELIMINARY STUDY OF THE UNSTEADY RESPONSE SPECTRUM[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(11): 54-58,83. doi: 10.13204/j.gyjz201311013

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Jiang Haibo, Huang Feixin, Deng Hui, Lin Binwei, Zou Ping. EXPERIMENTAL RESEARCH ON THE SERVICE PERFORMANCE OF SIMPLE-BEARING T-TYPE BEAMS REINFORCED BY EXTERNALLY PRESTRESSED TENDON[J]. INDUSTRIAL CONSTRUCTION, 2010, 40(6): 74-78. doi: 10.13204/j.gyjz201006017

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EXPERIMENTAL RESEARCH ON THE SERVICE PERFORMANCE OF SIMPLE-BEARING T-TYPE BEAMS REINFORCED BY EXTERNALLY PRESTRESSED TENDON

doi: 10.13204/j.gyjz201006017

1.
1. Faculty of Civil and Highway Engineering,Guangdong University of Technology,Guangzhou 510006,China;
2.
2. Highway Bureau of Yunfu in Guangdong,Yunfu 527000,China

Received Date: 2010-03-16
Publish Date: 2010-06-20

Abstract

Abstract

It has theoretical and practical value to carry out the experimental research of simply-supported T-type beam reinforced by externally tendons，whose mechanism can be deeply recognized. By means of the experiment，the service performances of simply-supported beam before and after strengthened by externally tendons were investigated，such as the distribution and development of crack，deflection of mid-span，deformation of whole beam under different loading cases. It can be inferred that the bearing capacity of beam can be improved sharply after strengthening，the development of cracks can be suppressed and the deformation capacity can be improved.
- externally prestressing,
- strengthening,
- experimental research

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References(6)

References

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