Experimental study on hysteretic behavior of thin-walled H-shaped steel beam-columns under compression and cyclic weak-axis bending

2012 ◽  
pp. 611-618 ◽  
Keyword(s):  
Experimental Study ◽  
Hysteretic Behavior ◽  
Steel Beam ◽  
Beam Columns ◽  
Thin Walled

Research on Hysteretic Behavior of the Concrete Filled Square CFRP-Steel Tubular (S-CFRP-CFST) Beam-Columns (I): Experimental Study

2010 ◽  
Vol 163-167 ◽  
pp. 3580-3585
Author(s):  
Yuan Che ◽  
Qing Li Wang ◽  
Yong Bo Shao ◽  
Hai Tao Mu
Keyword(s):  
Experimental Study ◽  
Bearing Capacity ◽  
Local Buckling ◽  
Steel Tube ◽  
Hysteretic Behavior ◽  
Strengthening Effect ◽  
Test Results ◽  
Load Bearing Capacity ◽  
Beam Columns ◽  
Hysteretic Performance

Overall 12 specimens were experimentally investigated in this paper to study the hysteretic behaviors of the concrete-filled square CFRP-steel tubular (S-CFRP-CFST) beam-columns. The test results indicated that CFRP can provide transverse confinement effect and longitudinal strengthening effect for the concrete filled square steel tubular (S-CFST) beam-columns effectively and the local buckling of the steel tube is deferred. The hysteretic load-deflection curves and the hysteretic moment-curvature curves at the mid-span of all the specimens are generally plump, and it shows these specimens have good hysteretic performance. In the later loading period, the load bearing capacity drops.

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

scholarly journals An experimental study on strength of thin-walled steel box beam-columns under repetitive bending.

1988 ◽  
pp. 43-51 ◽  
Author(s):  
Eiichi WATANABE ◽  
Susumu EMI ◽  
Hidenori ISAMI ◽  
Tohru YAMANOUCHI
Keyword(s):  
Experimental Study ◽  
Beam Columns ◽  
Box Beam ◽  
Thin Walled

Local buckling and hysteretic behavior of thin-walled Q690 high-strength steel H-section beam-columns

2022 ◽  
Vol 252 ◽  
pp. 113729
Author(s):  
Zhongqi Chen ◽  
Guo-Qiang Li ◽  
Mark A. Bradford ◽  
Yan-Bo Wang ◽  
Chenhui Zhang ◽  
...  
Keyword(s):  
High Strength Steel ◽  
Local Buckling ◽  
High Strength ◽  
Hysteretic Behavior ◽  
Beam Columns ◽  
Thin Walled
Sign in / Sign up

Export Citation Format

Share Document