EXPERIMENT OF HIGH STRENGTH COLD-FORMED THIN-WALLED STEEL AXIAL COMPRESSED COLUMNS AND ANALYSES OF ITS BEARING CAPACITY BY DIRECT STRENGTH METHOD

He Baokang; Jiang Lu; Liu Yanjun; Zhou Tianhua; Wang Yanmin

doi:10.13204/j.gyjz200808019

Volume 38 Issue 8

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2008 > 38(8): 73-77

He Baokang, Jiang Lu, Liu Yanjun, Zhou Tianhua, Wang Yanmin. EXPERIMENT OF HIGH STRENGTH COLD-FORMED THIN-WALLED STEEL AXIAL COMPRESSED COLUMNS AND ANALYSES OF ITS BEARING CAPACITY BY DIRECT STRENGTH METHOD[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(8): 73-77. doi: 10.13204/j.gyjz200808019

Citation:

He Baokang, Jiang Lu, Liu Yanjun, Zhou Tianhua, Wang Yanmin. EXPERIMENT OF HIGH STRENGTH COLD-FORMED THIN-WALLED STEEL AXIAL COMPRESSED COLUMNS AND ANALYSES OF ITS BEARING CAPACITY BY DIRECT STRENGTH METHOD[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(8): 73-77. doi: 10.13204/j.gyjz200808019

Citation:

He Baokang, Jiang Lu, Liu Yanjun, Zhou Tianhua, Wang Yanmin. EXPERIMENT OF HIGH STRENGTH COLD-FORMED THIN-WALLED STEEL AXIAL COMPRESSED COLUMNS AND ANALYSES OF ITS BEARING CAPACITY BY DIRECT STRENGTH METHOD[J]. INDUSTRIAL CONSTRUCTION, 2008, 38(8): 73-77. doi: 10.13204/j.gyjz200808019

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EXPERIMENT OF HIGH STRENGTH COLD-FORMED THIN-WALLED STEEL AXIAL COMPRESSED COLUMNS AND ANALYSES OF ITS BEARING CAPACITY BY DIRECT STRENGTH METHOD

doi: 10.13204/j.gyjz200808019

1.
1. Xi’an University of Architecture and Technology Xi’an 710055;
2.
2. Changan University Xi’an 710061;
3.
3. Bluescope Steel Building Shanghai 201613

Received Date: 2007-10-20
Publish Date: 2008-08-20

Abstract

Abstract

The experimental results of 62 specimens with 550 MPa high strength cold-formed thin-wall steel under axial compression are analyzed by direct strength method(DSM).The bearing capacities of high strength cold-formed thin-walled steel columns under axial compression are calculated by reduced yield strength 0.85f_y and revised slenderness ratio _c=0.85f_y/235 for the stability coefficient from the stability coefficient table of Q235 in Technical Code for Cold-Formed Thin Walled Section Steel Stucture(GB 50018-2002).The calculated results by the suggested method are closed well to the test results.
- cold-formed high strength steel,
- columns experiment,
- direct strength method,
- local buckling,
- overall buckling

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References(9)

References

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CB 50018-2002 冷弯薄壁型钢结构技术规范

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