Experimental study of cold-formed steel compression member partially stiffened with length variations

2021 ◽  
Author(s):  
Edwin Hansel Pratama ◽  
Nindyawati Nindyawati ◽  
Nemesius Bambang Revantoro
Keyword(s):  
Experimental Study ◽  
Cold Formed Steel ◽  
Compression Member

Experimental Study on Seismic Performance of Ridge Joint of Double C Steel under Cyclic Loading

2011 ◽  
Vol 243-249 ◽  
pp. 1435-1438 ◽  
Author(s):  
Ming Chen ◽  
Yang Sun ◽  
Bing Qian Pi
Keyword(s):  
Experimental Study ◽  
Cyclic Loading ◽  
Seismic Performance ◽  
Engineering Application ◽  
Steel Structure ◽  
Energy Performance ◽  
Gusset Plate ◽  
Cold Formed Steel ◽  
Bolt Spacing ◽  
Steel Section

The double C steel section is made of two C steels with gusset plate through bolts. A ridge joint of double C steel is studied through experiment under cyclic loading in this paper. Through the four specimens with different gusset-plate’s thickness and bolt spacing, we analyze the effect of the gusset-plate’s thickness and bolt spacing on stiffness, ductility and energy performance. At last we recommend the suitable gusset-plate’s thickness. The results can give a reference to the engineering application of cold-formed steel structure.

An experimental study on the axial behaviour of cold-formed steel wall studs and panels

2004 ◽  
Vol 42 (4) ◽  
pp. 557-573 ◽  
Author(s):  
Y.S Tian ◽  
J Wang ◽  
T.J Lu ◽  
C.Y Barlow
Keyword(s):  
Experimental Study ◽  
Cold Formed Steel

scholarly journals Experimental study of concrete filled cold-formed steel tubular stub columns

2017 ◽  
Vol 134 ◽  
pp. 17-27 ◽  
Author(s):  
Aizhu Zhu ◽  
Xiaowu Zhang ◽  
Hongping Zhu ◽  
Jihua Zhu ◽  
Yong Lu
Keyword(s):  
Experimental Study ◽  
Cold Formed Steel ◽  
Stub Columns

Experimental Study on Mechanical Behavior of Cold-Formed Steel Three Limbs Built-up Section Members

2010 ◽  
Vol 163-167 ◽  
pp. 651-654
Author(s):  
Tian Hua Zhou ◽  
Shao Feng Nie ◽  
Xiang Bin Liu ◽  
Guang Yi Li
Keyword(s):  
Experimental Study ◽  
Mechanical Behavior ◽  
Axial Compression ◽  
Local Buckling ◽  
Distortional Buckling ◽  
Torsional Buckling ◽  
Failure Characteristics ◽  
Compression Load ◽  
Cold Formed Steel ◽  
Flexural Torsional Buckling

18 specimens of cold-formed steel three limbs built-up section members are tested under axial compression load in this paper. The section forms are divided into two categories: A and B. Load-displacement (P-Δ) curves and failure characteristics of specimens are obtained. The results show that: As to section A members, the failure characteristics of LC, MC and SC series of specimens are flexural-torsional buckling, torsional buckling and distortional buckling, local buckling and distortional buckling. As to section B members, the failure characteristics of LC, MC series of specimens are flexural buckling, while local buckling and distortional buckling for members of SC series.

Experimental study on the rotation capacity of cold-formed steel beams

2016 ◽  
Vol 121 ◽  
pp. 216-228 ◽  
Author(s):  
Mohammed H. Serror ◽  
Emad M. Hassan ◽  
Sherif A. Mourad
Keyword(s):  
Experimental Study ◽  
Steel Beams ◽  
Rotation Capacity ◽  
Cold Formed Steel

A study on cold formed steel compression member - a review

2020 ◽  
Author(s):  
C. Kaleeswaran ◽  
R. Saravanakumar ◽  
D. Vivek ◽  
K.S. Elango ◽  
R. Gopi ◽  
...  
Keyword(s):  
Cold Formed Steel ◽  
Compression Member
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