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Volume 42 Issue 8
Dec.  2014
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Article Contents
Huang Wei, Wang Junyuan, Zhang Chenghua, Chen Guoxin, Zhao Dong, Zhang Yin. ULTIMATE SHEAR BEARING CAPACITY ANALYSIS OF ECO-COMPOSITE WALL BASED ON THE TWIN SHEAR UNIFIED STRENGTH THEORY[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(8): 23-26,17. doi: 10.13204/j.gyjz201208005
Citation: Huang Wei, Wang Junyuan, Zhang Chenghua, Chen Guoxin, Zhao Dong, Zhang Yin. ULTIMATE SHEAR BEARING CAPACITY ANALYSIS OF ECO-COMPOSITE WALL BASED ON THE TWIN SHEAR UNIFIED STRENGTH THEORY[J]. INDUSTRIAL CONSTRUCTION, 2012, 42(8): 23-26,17. doi: 10.13204/j.gyjz201208005

ULTIMATE SHEAR BEARING CAPACITY ANALYSIS OF ECO-COMPOSITE WALL BASED ON THE TWIN SHEAR UNIFIED STRENGTH THEORY

doi: 10.13204/j.gyjz201208005
  • Received Date: 2012-04-17
  • Publish Date: 2012-08-20
  • Based on theoretical analysis and experimental research, combined with the mechanical characteristics, failure process and failure mode of eco-composite wall, a composite materials equivalent elastic plate model of ecocomposite wall was proposed; a calculation model of whole compressive diagonal strut for eco-composite wall was setup.Twin shear unified strength theory was applied to deduce the ultimate shear bearing capacity formula of ecocomposite wall, with which an analysis of the preliminary research walls was carried put.The theoretical results werecompared with experimental data, the result show that the model can better reflect the ultimate bearing capacityproperties of the ecological composite wall, which can be applied to check the ultimate shear bearing capacity underdifferent sizes, reinforced and filled materials of the ecological composite wall.
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