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

Numerical study on the rotation capacity of CFRP strengthened cold formed steel beams

2017 ◽  
Vol 23 (4) ◽  
pp. 385-397
Author(s):  
Mohammed H. Serror ◽  
Essam G. Soliman ◽  
Ahmed F. Hassan
Keyword(s):  
Numerical Study ◽  
Steel Beams ◽  
Rotation Capacity ◽  
Cold Formed Steel

Experimental study on innovative sections for cold formed steel beams

2015 ◽  
Vol 19 (6) ◽  
pp. 1599-1610 ◽  
Author(s):  
M.A. Dar ◽  
M. Yusuf ◽  
A.R. Dar ◽  
J. Raju
Keyword(s):  
Experimental Study ◽  
Steel Beams ◽  
Cold Formed Steel

Numerical study on the rotation capacity of SIP-strengthened cold-formed steel beams

2022 ◽  
Vol 251 ◽  
pp. 113542
Author(s):  
Hussein Shawki Osman ◽  
Mohammed H. Serror ◽  
Elsayed Fathallah
Keyword(s):  
Numerical Study ◽  
Steel Beams ◽  
Rotation Capacity ◽  
Cold Formed Steel

Numerical prediction of available rotation capacity of cold-formed steel beams

2017 ◽  
Vol 128 ◽  
pp. 84-98 ◽  
Author(s):  
Emad M. Hassan ◽  
Mohammed H. Serror ◽  
Sherif A. Mourad
Keyword(s):  
Numerical Prediction ◽  
Steel Beams ◽  
Rotation Capacity ◽  
Cold Formed Steel

Experimental analysis on cold-formed steel beams subjected to fire

2014 ◽  
Vol 74 ◽  
pp. 104-117 ◽  
Author(s):  
Luís Laím ◽  
João Paulo C. Rodrigues ◽  
Luis Simões da Silva
Keyword(s):  
Experimental Analysis ◽  
Steel Beams ◽  
Cold Formed Steel

Push-out tests on bolted shear connectors in composite cold-formed steel beams

2021 ◽  
Vol 164 ◽  
pp. 107831
Author(s):  
Mahmoud Hosseinpour ◽  
Mehran Zeynalian ◽  
Abdoreza Ataei ◽  
Maryam Daei
Keyword(s):  
Steel Beams ◽  
Shear Connectors ◽  
Cold Formed Steel ◽  
Push Out

Experimental study of notched steel beams strengthened with a CFRP plate subjected to overloading fatigue and wetting/drying cycles

2019 ◽  
Vol 209 ◽  
pp. 634-643 ◽  
Author(s):  
Junhui Li ◽  
Jun Deng ◽  
Yi Wang ◽  
Jianji Guan ◽  
Hengzhong Zheng
Keyword(s):  
Experimental Study ◽  
Steel Beams ◽  
Cfrp Plate

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.

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