TEST STUDY OF BENDING AND COMPRESSING-BENDING OF EVG －3D WALL PANELS

doi:10.13204/j.gyjz201510018

Volume 45 Issue 10

Dec. 2015

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2015 > 45(10): 96-100

Duan Hongxia, Li Zhengliang. RESEARCH ON DESIGN MEASURES FOR SEISMIC RESISTANCE OF RC MEGA-FRAME STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(1): 22-26. doi: 10.13204/j.gyjz200601008

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TEST STUDY OF BENDING AND COMPRESSING-BENDING OF EVG －3D WALL PANELS[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(10): 96-100. doi: 10.13204/j.gyjz201510018

Duan Hongxia, Li Zhengliang. RESEARCH ON DESIGN MEASURES FOR SEISMIC RESISTANCE OF RC MEGA-FRAME STRUCTURES[J]. INDUSTRIAL CONSTRUCTION, 2006, 36(1): 22-26. doi: 10.13204/j.gyjz200601008

Citation:

TEST STUDY OF BENDING AND COMPRESSING-BENDING OF EVG －3D WALL PANELS[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(10): 96-100. doi: 10.13204/j.gyjz201510018

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TEST STUDY OF BENDING AND COMPRESSING-BENDING OF EVG －3D WALL PANELS

doi: 10.13204/j.gyjz201510018

Publish Date: 2015-10-20

Abstract

Abstract

Having studied bending and compressing-bending ultimate failure test of three new EVG － 3D walls，the mechanical characteristics of wall panels，combined action of two plates of concrete and the steel wires with concrete were analyzed in this paper． Based on the test results of bending and compressing-bending of EVG － 3D wall panels， calculation formulas for flexural and shear bearing capacity were researched simultaneously． These results obtained are served as a basis for compiling engineering regulations of this new composite wall material．
- EVG － 3D,
- compressing bending,
- failure mode,
- calculation formula

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1.	郭延华，崔龙丹，马骏. EVG-3D墙板耐火性能研究. 河北工程大学学报(自然科学版). 2017(04): 47-50 .
2.	王雪，常卫华. EVG-3D墙板耐火性能及火灾加固后的抗震性能试验研究. 新型建筑材料. 2017(09): 88-91+99 .

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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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