RESEARCH ON NON-LINEAR MOMENT-CURVATURE OF UNBONDED POST-TENSIONED PRECAST CONCRETE BEAMS

Wang Dongyan; Li Zhenbao; Yan Weiming

doi:10.13204/j.gyjz200907014

Volume 39 Issue 7

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2009 > 39(7): 44-47,82

Wang Dongyan, Li Zhenbao, Yan Weiming. RESEARCH ON NON-LINEAR MOMENT-CURVATURE OF UNBONDED POST-TENSIONED PRECAST CONCRETE BEAMS[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(7): 44-47,82. doi: 10.13204/j.gyjz200907014

Citation:

Wang Dongyan, Li Zhenbao, Yan Weiming. RESEARCH ON NON-LINEAR MOMENT-CURVATURE OF UNBONDED POST-TENSIONED PRECAST CONCRETE BEAMS[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(7): 44-47,82. doi: 10.13204/j.gyjz200907014

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RESEARCH ON NON-LINEAR MOMENT-CURVATURE OF UNBONDED POST-TENSIONED PRECAST CONCRETE BEAMS

doi: 10.13204/j.gyjz200907014

1.
1. Technical Center,China State Construction Engrg. Corp. ,Beijing 101300,China;
2.
2. Beijing Key Lab of Earthquake Engineering and Structural Retrofit,Beijing University of Technology,Beijing 100022,China

Received Date: 2009-01-14
Publish Date: 2009-07-20

Abstract

Abstract

On the basis of test researching on four unbonded prestressed assembly specimens,it was used the tool of moment-curvature to analyse the performances on elastic and elastic-plastic phase of the four unbonded prestressed precast samples.It was gained the moment-curvature model of prestressed precast specimens,by which the validity of theoretical analysis was verified by comparing the test results.Computing programmed was made and the theoretical results showed a good agreement with those of the test.Which provided a reasonable and effective nonlinear moment-curvature model for studying the non-linear performance of prestressed precast structures under a big earthquake.
- post-tensioned unbonded precast concrete connections,
- nonlinear performance,
- analysis of moment-curvature,
- model of moment-curvature

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References(11)

References

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