Jiao Junting, Ye Yinghua, Diao Bo, Yu Linchong. NONLINEAR ANALYSIS OF REINFORCED CONCRETE MEMBERS WITH IRREGULAR SHAPE SECTIONS SUBJECTED TO BIECCENTRIC COMPRESSION[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(2): 33-36. doi: 10.13204/j.gyjz200402011
Citation:
Liu Bin, Hao Jiping, Zhao Linwei, Li Kelong, Zhong Weihui, Zhao Qiuli. EXPERIMENTAL RESEARCH ON AXIAL COMPRESSION BEHAVIOR OF NEW-TYPE OF COLD-FORMED THIN-WALL STEEL FRAMING WALL STUDS[J]. INDUSTRIAL CONSTRUCTION , 2014, 44(02): 113-117. doi: 10.13204/j.gyjz201402025
Jiao Junting, Ye Yinghua, Diao Bo, Yu Linchong. NONLINEAR ANALYSIS OF REINFORCED CONCRETE MEMBERS WITH IRREGULAR SHAPE SECTIONS SUBJECTED TO BIECCENTRIC COMPRESSION[J]. INDUSTRIAL CONSTRUCTION, 2004, 34(2): 33-36. doi: 10.13204/j.gyjz200402011
Citation:
Liu Bin, Hao Jiping, Zhao Linwei, Li Kelong, Zhong Weihui, Zhao Qiuli. EXPERIMENTAL RESEARCH ON AXIAL COMPRESSION BEHAVIOR OF NEW-TYPE OF COLD-FORMED THIN-WALL STEEL FRAMING WALL STUDS[J]. INDUSTRIAL CONSTRUCTION , 2014, 44(02): 113-117. doi: 10.13204/j.gyjz201402025
EXPERIMENTAL RESEARCH ON AXIAL COMPRESSION BEHAVIOR OF NEW-TYPE OF COLD-FORMED THIN-WALL STEEL FRAMING WALL STUDS
Abstract
A new-type of light-weight wall,in which polystyrene foam plates are placed inside the cold-formed thinwall
steel frame and light thermal insulation material is sprayed outside the frame of the wall,was presented. Through
the full-scale tests of one cold-formed thin-wall steel stud without sheathing and two new-type of cold-formed thin-wall
steel framing wall studs under axial loading,the failure process,the bearing capacity and the failure mode were
analyzed. The calculated value determined by the code and experimental data of this test were compared. The results
show that the failure mode of the cold-formed thin-wall steel stud without sheathing is global buckling and that of the
new-type of wall stud is local compressed yielding on the top of the stud. The bearing capacity of the new-type of wall
stud is greatly increased owing to the support of thermal insulation material. The calculated values of the ultimate
bearing capacity by the formula of calculating about strength and stability of axial compressive members in the code
agree well with the experimental ultimate bearing loadings.
References
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