NONLINEAR FINITE ELEMENT ANALYSIS OF UNBONDED POST-TENSIONED PRECAST CONCRETE BAEMS

Wang Dongyan; Gao Dan; Li Zhenbao

doi:10.13204/j.gyjz200808012

Volume 38 Issue 8

Dec. 2014

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Wang Dongyan, Gao Dan, Li Zhenbao. NONLINEAR FINITE ELEMENT ANALYSIS OF UNBONDED POST-TENSIONED PRECAST CONCRETE BAEMS[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(8): 42-45. doi: 10.13204/j.gyjz200808012

Citation:

Wang Dongyan, Gao Dan, Li Zhenbao. NONLINEAR FINITE ELEMENT ANALYSIS OF UNBONDED POST-TENSIONED PRECAST CONCRETE BAEMS[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(8): 42-45. doi: 10.13204/j.gyjz200808012

Wang Dongyan, Gao Dan, Li Zhenbao. NONLINEAR FINITE ELEMENT ANALYSIS OF UNBONDED POST-TENSIONED PRECAST CONCRETE BAEMS[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(8): 42-45. doi: 10.13204/j.gyjz200808012

Citation:

Wang Dongyan, Gao Dan, Li Zhenbao. NONLINEAR FINITE ELEMENT ANALYSIS OF UNBONDED POST-TENSIONED PRECAST CONCRETE BAEMS[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(8): 42-45. doi: 10.13204/j.gyjz200808012

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NONLINEAR FINITE ELEMENT ANALYSIS OF UNBONDED POST-TENSIONED PRECAST CONCRETE BAEMS

doi: 10.13204/j.gyjz200808012

1.
Beijing Key Lab of Earthquake Engineering and Structural Retrofit,Beijing University of Technology Beijing 100022

Received Date: 2007-09-20
Publish Date: 2008-08-20

Abstract

Abstract

This paper analyses nonlinear behaviors and seismic performances of 4 unbonded post-tensioned precast concrete beams with ADINA finite element software.The gap opening/closing,stress distribution,specimen deformation,the hysteresis framework relationship are in good agreement with those of the tests.It is shown that the model is very effective for gaining detailed knowledge of the nonlinear behavior and seismic performance of unbonded post-tensioned precast concrete beams.
- ADINA finite element software,
- unbonded post-tensioned precast concrete beams,
- nonlinear finite element analysis,
- seismic behavior

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References(12)

References

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[5] 董挺蜂.李振宝,周锡元,等.无粘结预应力装配式框架内节点抗震性能研究.北京工业大学学报,2006,32(2):144-148

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[8] Ranier Adonis Barbieri,Francisco de Paula Simoes Lopes Gastal,Americo Campos Filho.Numerical Model for the Analysis of Unbonded Prestressed Members.Journal of Structural Engineering,ASCE,2006,132(1):34-42

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沈阳化工大学材料科学与工程学院沈阳 110142

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