STUDY OF THE RATIO OF WIDTH TO THICKNESS AND CAPACITY OF HIGH-STRENGTH ANGLE OF THE UNILATERAL CONNECTION

Qu Songzhao; Guo Lijuan

doi:10.13204/j.gyjz201403009

Volume 44 Issue 03

Jul. 2015

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2014 > 44(03): 33-38

Li Yaming, Zhou Xiaofeng, Zhang Lianglan, Jia Shuizhong. EXPERIMENT OF SLIDING SUPPORT OF ALUMINUM ALLOY STRUCTRUE FOR SHANGHAI BOTANICAL GARDEN GREENHOUSES[J]. INDUSTRIAL CONSTRUCTION, 2011, 41(11): 36-41. doi: 10.13204/j.gyjz201111008

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Qu Songzhao, Guo Lijuan. STUDY OF THE RATIO OF WIDTH TO THICKNESS AND CAPACITY OF HIGH-STRENGTH ANGLE OF THE UNILATERAL CONNECTION[J]. INDUSTRIAL CONSTRUCTION, 2014, 44(03): 33-38. doi: 10.13204/j.gyjz201403009

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STUDY OF THE RATIO OF WIDTH TO THICKNESS AND CAPACITY OF HIGH-STRENGTH ANGLE OF THE UNILATERAL CONNECTION

doi: 10.13204/j.gyjz201403009

Publish Date: 2014-03-20

Abstract

Abstract

According to the experimental data of high-strength angles capacity (Q460) of the unilateral connection and the results of numerical analysis by using ANSYS，the practical formula of the unilateral connection of the ratio of width to thickness for Q460 high-strength angle was derived，and the practical formula of the unilateral connection and restrained torsion of the capacity for high-strength angle was derived also． At the same time，using the related experimental data to validate the exactitude of these practical formulas，which provide a guide for the design of unilateral connection bar of the high-strength angle．
- width-thickness ratio,
- capacity,
- high-strength angle,
- unilateral connection

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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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STUDY OF THE RATIO OF WIDTH TO THICKNESS AND CAPACITY OF HIGH-STRENGTH ANGLE OF THE UNILATERAL CONNECTION

doi: 10.13204/j.gyjz201403009

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STUDY OF THE RATIO OF WIDTH TO THICKNESS AND CAPACITY OF HIGH-STRENGTH ANGLE OF THE UNILATERAL CONNECTION

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