EXPERIMENTAL STUDY ON SEISMIC PERFORMANCE OF CFRP CONFINED BRIDGE PIER WITH RECTANGULAR HOLLOW CROSS SECTION

Dong Zhenhua; Han Qiang; Du Xiuli

doi:10.13204/j.gyjz201306007

Volume 43 Issue 6

Dec. 2014

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Dong Zhenhua, Han Qiang, Du Xiuli. EXPERIMENTAL STUDY ON SEISMIC PERFORMANCE OF CFRP CONFINED BRIDGE PIER WITH RECTANGULAR HOLLOW CROSS SECTION[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(6): 27-31. doi: 10.13204/j.gyjz201306007

Citation:

Dong Zhenhua, Han Qiang, Du Xiuli. EXPERIMENTAL STUDY ON SEISMIC PERFORMANCE OF CFRP CONFINED BRIDGE PIER WITH RECTANGULAR HOLLOW CROSS SECTION[J]. INDUSTRIAL CONSTRUCTION, 2013, 43(6): 27-31. doi: 10.13204/j.gyjz201306007

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EXPERIMENTAL STUDY ON SEISMIC PERFORMANCE OF CFRP CONFINED BRIDGE PIER WITH RECTANGULAR HOLLOW CROSS SECTION

doi: 10.13204/j.gyjz201306007

1.
Key Laboratory of Urban Security and Disaster Engineering of Ministry of Education,Beijing University of Technology,Beijing 100124,China

Received Date: 2013-01-20
Publish Date: 2013-06-20

Abstract

Abstract

In order to study seismic performance of FRP confined RC hollow section bridge pier, quasi-static test was carried out for CFRP confined RC rectangular hollow section bridge pier with shear-span ration of 4 and 8 under horizontal unidirectional and bidirectional loads.Failure mode, hysteretic curves, lateral force and displacement of tested pier columns were analyzed respectively.The results show that through confining plastic hinge region of tested hollow bridge pier by CFRP, the failure location and damage degree are reduced, and the failure mode of tested bridge piers with lower shear-span ratio is changed;the hysteretic performance and ductility of tested bridge piers with bigger shear-span ratio are improved, however, horizontal force is only increased by less than 20%.
- bridge pier,
- carbon fiber reinforced polymer,
- quasi-static test,
- seismic performance,
- hollow cross section

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References(10)

References

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