scholarly journals BEHAVIOUR AND DESIGN OF FABRICATED HIGH STRENGTH STEEL COLUMNS SUBJECTED TO BIAXIAL BENDING PART I: EXPERIMENTS

2006 ◽  
pp. 286-313
Author(s):  
Mohanad Mursil ◽  
◽  
Brian Uy ◽  
Keyword(s):  
High Strength Steel ◽  
High Strength ◽  
Biaxial Bending ◽  
Steel Columns

Tests of high strength steel columns

1995 ◽  
Vol 34 (1) ◽  
pp. 27-52 ◽  
Author(s):  
K.J.R. Rasmussen ◽  
G.J. Hancock
Keyword(s):  
High Strength Steel ◽  
High Strength ◽  
Steel Columns

Behaviour of restrained high strength steel columns at elevated temperature

2018 ◽  
Vol 148 ◽  
pp. 251-264 ◽  
Author(s):  
Weiyong Wang ◽  
Linbo Zhang ◽  
Yong Ge ◽  
Lei Xu
Keyword(s):  
Elevated Temperature ◽  
High Strength Steel ◽  
High Strength ◽  
Steel Columns

scholarly journals Research on Hysteretic Performance of Q690 High Strength Steel High-Web Box-Section Steel Column

2021 ◽  
Vol 276 ◽  
pp. 02029
Author(s):  
Jianpeng Sun ◽  
Wei Feng ◽  
RuiPeng Guo ◽  
Chunfeng Liu
Keyword(s):  
Finite Element ◽  
High Strength Steel ◽  
High Strength ◽  
Element Model ◽  
Simulation Software ◽  
Steel Columns ◽  
Box Section ◽  
Element Simulation ◽  
Hysteretic Performance ◽  
Energy Dissipation Capacity

In this paper, the finite element simulation software ABAQUS was used to study the hysteretic performance of Q690 high-strength steel (HSS) and high-web box-section steel columns. The finite element model was established by solid elements, and the influence of the initial defects of materials on the specimen was considered. The hyteretic performance of the specimen was conducted by analyzing and comparing the width-thickness ration of the flanges and the width-thickness ration of the webs. The results show that the increase of width-thickness ratios of the webs and flanges will reduce the hysteresis performance, the energy dissipation capacity and the ultimate horizontal bearing capacity of the specimen.

Experimental and numerical study on the behavior of axially compressed high strength steel columns with H-section

2012 ◽  
Vol 43 ◽  
pp. 149-159 ◽  
Author(s):  
Yan-Bo Wang ◽  
Guo-Qiang Li ◽  
Su-Wen Chen ◽  
Fei-Fei Sun
Keyword(s):  
High Strength Steel ◽  
Numerical Study ◽  
High Strength ◽  
Steel Columns
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