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,