Experimental response of cold-formed steel lipped channel beam-columns

2015 ◽  
Vol 89 ◽  
pp. 152-168 ◽  
Author(s):  
Shahabeddin Torabian ◽  
Baofeng Zheng ◽  
Benjamin W. Schafer
Keyword(s):  
Beam Columns ◽  
Cold Formed Steel ◽  
Experimental Response ◽  
Channel Beam

Experimental response of cold-formed steel Zee-section beam-columns

2016 ◽  
Vol 98 ◽  
pp. 496-517 ◽  
Author(s):  
Shahabeddin Torabian ◽  
David. C. Fratamico ◽  
Benjamin W. Schafer
Keyword(s):  
Beam Columns ◽  
Cold Formed Steel ◽  
Experimental Response

scholarly journals Experimental Response of Cold-formed Steel Stud Shear Wall with hardboard sheathing under seismic loading

2021 ◽  
pp. e00574
Author(s):  
Yasser E. Ibrahim ◽  
Asif Hameed ◽  
Asad Ullah Qazi ◽  
Ali Murtaza Rasool ◽  
Muhammad Farhan Latif ◽  
...  
Keyword(s):  
Seismic Loading ◽  
Shear Wall ◽  
Cold Formed Steel ◽  
Experimental Response ◽  
Steel Stud

Unconstrained shape optimisation of singly-symmetric and open cold-formed steel beams and beam-columns

2016 ◽  
Vol 104 ◽  
pp. 54-61 ◽  
Author(s):  
Bin Wang ◽  
Guillaume L. Bosco ◽  
Benoit P. Gilbert ◽  
Hong Guan ◽  
Lip H. Teh
Keyword(s):  
Steel Beams ◽  
Shape Optimisation ◽  
Beam Columns ◽  
Cold Formed Steel

Nonlinear Numerical Study of Cold-Formed Lipped Channel Beam-Columns

2014 ◽  
Vol 919-921 ◽  
pp. 183-187
Author(s):  
Ming Chen ◽  
Zhi Bin Feng ◽  
Zhou Zhou ◽  
Ya Long Wang ◽  
Qiang Zhang
Keyword(s):  
Finite Element ◽  
Numerical Study ◽  
Engineering Practice ◽  
Time Saving ◽  
Finite Element Program ◽  
Beam Columns ◽  
Load Carrying ◽  
Element Program ◽  
Channel Beam ◽  
Overall Buckling

Cold-formed lipped channel sections may fail in local, distortional and overall buckling under compression. With the development of computer technology, finite element analyses of these sections play increasing important roles in engineering practice for economic design and time-saving purpose. A kind of typical cold-formed lipped channel beam-column with varying load eccentricity was analyzed in this paper by using the finite element program of ANSYS to observe the buckling modes and load carrying capacities of the columns. All the results can be the reference for further studies.

Experimental study of sheathed cold-formed steel beam–columns

2021 ◽  
Vol 166 ◽  
pp. 108044
Author(s):  
Constantinos Kyprianou ◽  
Pinelopi Kyvelou ◽  
Leroy Gardner ◽  
David A. Nethercot
Keyword(s):  
Experimental Study ◽  
Steel Beam ◽  
Beam Columns ◽  
Cold Formed Steel
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