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

Turn off MathJax

Article Contents

Article Navigation > INDUSTRIAL CONSTRUCTION > 2008 > 38(8): 42-45

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

PDF( 0 KB)

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

FullText(HTML)

References(12)

References

高丹.无牯结预应力装配式混凝土梁抗震性能研究:[硕士学位论文].北京:北京工业大学,2007:57-69

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

[3] Makoto Kawakami,Tadahiko ho.Nonlinear Finite Element Analysis of Prestressed Concrete Members Using ADINA.Computers and Structures,2003.81:727-734

[4] 董挺峰,李振宝,周锡元.装配式混凝土框架结构及其抗震性能研究.建筑技术,2006,37(11):844-847

[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

[6] 李振宝.董挺峰,闫维明,等.混合连接装配式框架内节点抗震性能研究.北京工业大学学报.2006.32(10):895-900

[7] 林同炎.BURNS N.预应力混凝土结构设计.第三版.北京:中国铁道出版社,1983

[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

[9] Nihal Arlyawardena,Amin Ghali.Prestressing with Unbonded Internal or External Tendons Analysis and Computer Model.Journal of Structural Engineering,ASCE,2002,128(12):1 494-1 501

[10] Park R.The Design and Construction of Structural Concrete for Seismic Resistance//Proceedings of the 13th FIP Congress on Challenges for Concrete in the Next Millennium.Amsterdam,Netherland:1998,2:873-878

[11] JGJ 140-2004预应力混凝土结构抗震设计规程

[12] JGJ 92-2004无粘结预应力混凝土技术规程

Relative Articles

Supplements(0)

Cited By

Proportional views