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

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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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[2] ADINA RD,Inc.ADINA Theory and Modeling Guide.Report ARD97-7.1997

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