EXPERIMENTAL INVESTIGATION ON THE SEISMIC BEHAVIOR OF SEVERE EARTHQUAKE-DAMAGED GFRP TUBED REINFORCED CONCRETE BRIDGE PIERS REPAIRED WITH WRAPPED CFRP SHEETS

Wang Qingxiang; Wang Xuan

doi:10.13204/j.gyjz201110002

Volume 41 Issue 10

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2011 > 41(10): 6-9,5

Shi Yanfeng, Wei Hong, Xu Donghan, Luo Junhui. SEISMIC RESPONSE ANALYSIS OF THE CONTAINMENT OF A NUCLEAR POWER STATION[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(6): 84-87. doi: 10.13204/j.gyjz201106018

Citation:

Wang Qingxiang, Wang Xuan. EXPERIMENTAL INVESTIGATION ON THE SEISMIC BEHAVIOR OF SEVERE EARTHQUAKE-DAMAGED GFRP TUBED REINFORCED CONCRETE BRIDGE PIERS REPAIRED WITH WRAPPED CFRP SHEETS[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(10): 6-9,5. doi: 10.13204/j.gyjz201110002

Shi Yanfeng, Wei Hong, Xu Donghan, Luo Junhui. SEISMIC RESPONSE ANALYSIS OF THE CONTAINMENT OF A NUCLEAR POWER STATION[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(6): 84-87. doi: 10.13204/j.gyjz201106018

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EXPERIMENTAL INVESTIGATION ON THE SEISMIC BEHAVIOR OF SEVERE EARTHQUAKE-DAMAGED GFRP TUBED REINFORCED CONCRETE BRIDGE PIERS REPAIRED WITH WRAPPED CFRP SHEETS

doi: 10.13204/j.gyjz201110002

1.
State Key Laboratory of Coastal and Offshore Engineering,Dalian University of Technology,Dalian 116024,China

Received Date: 2010-10-11
Publish Date: 2011-10-20

Abstract

Abstract

In order to investigate the seismic behavior of earthquake-damaged GFRP (Glass Fiber Reinforced Polymer) tubed reinforced concrete bridge piers repaired with wrapped CFRP (carbon fiber reinforced polymer or plastics) sheets，four GFRP tubed RC bridge piers repaired with wrapped CFRP sheets were tested under repeat low cyclic load． The hysteresis loops，skeleton curves，ductility and energy dissipation ability of the repaired RC bridge piers were compared with those of the original piers． Research show that the bearing capacity and ductility of the repaired bridge piers can be restored or even improved．
- GFRP tubed reinforced concrete bridge pier,
- repairs,
- CFRP,
- ductility,
- seismic behavior

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References(11)

References

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