FINITE ELEMENT MODEL ANALYSIS OF A NEW COMPOSITE WALL

Huang Wei; Yao Qianfeng; Ding Yonggang; Tian Jie

doi:10.13204/j.gyjz200511013

Volume 35 Issue 11

Dec. 2014

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Huang Wei, Yao Qianfeng, Ding Yonggang, Tian Jie. FINITE ELEMENT MODEL ANALYSIS OF A NEW COMPOSITE WALL[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(11): 43-46. doi: 10.13204/j.gyjz200511013

Citation:

Huang Wei, Yao Qianfeng, Ding Yonggang, Tian Jie. FINITE ELEMENT MODEL ANALYSIS OF A NEW COMPOSITE WALL[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(11): 43-46. doi: 10.13204/j.gyjz200511013

Huang Wei, Yao Qianfeng, Ding Yonggang, Tian Jie. FINITE ELEMENT MODEL ANALYSIS OF A NEW COMPOSITE WALL[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(11): 43-46. doi: 10.13204/j.gyjz200511013

Citation:

Huang Wei, Yao Qianfeng, Ding Yonggang, Tian Jie. FINITE ELEMENT MODEL ANALYSIS OF A NEW COMPOSITE WALL[J]. INDUSTRIAL CONSTRUCTION, 2005, 35(11): 43-46. doi: 10.13204/j.gyjz200511013

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FINITE ELEMENT MODEL ANALYSIS OF A NEW COMPOSITE WALL

doi: 10.13204/j.gyjz200511013

1.
Institute of Civil Engineering,Xi'an University of Architecture &Technology Xi'an 710055

Received Date: 2005-03-23
Publish Date: 2005-11-20

Abstract

Abstract

Being main bearing members of a multi_ribbed slab structure, the forced characteristics, tectonic measures and connections of a multi_ribbed composite wall are complex.By using nonlinear analysis, forces and the whole process of deformation development are given.Cracks emergence and widespread and failure processes and patterns of the walls are descripled.Meanwhile, the finite element calculation model verified by test can provide more reactive information to establish more effective structure calculation model.
- nonlinear finite element, constitutive relation, calculation model,

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References(3)

References

[2] 黄炜.密肋复合墙体抗震性能及设计理论研究:[博士学位论文].西安:西安建筑科技大学,2004.16～17

宋玉普.多种混凝土材料的本构关系和破坏准则.北京:中国水利水电出版社,2002.32～36

[3] 江见鲸.钢筋混凝土结构非线性有限元分析.西安:陕西科学技术出版社,1994.91～108

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通讯作者: 陈斌, bchen63@163.com

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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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