Experimental and Numerical Analysis on Full High Strength Steel Extended Endplate Connections in Fire

2018 ◽  
Vol 18 (4) ◽  
pp. 1350-1362 ◽  
Author(s):  
Xuhong Qiang ◽  
Nianduo Wu ◽  
Xu Jiang ◽  
Yongfeng Luo ◽  
Frans Bijlaard
Keyword(s):  
Numerical Analysis ◽  
High Strength Steel ◽  
High Strength ◽  
Endplate Connections ◽  
In Fire

Numerical Analysis of High Strength Steel Endplate Connections at Ambient and Elevated Temperatures

2013 ◽  
Vol 4 (3) ◽  
pp. 143-152 ◽  
Author(s):  
Xuhong Qiang ◽  
Frans Bijlaard ◽  
Henk Kolstein ◽  
Leen Twilt
Keyword(s):  
Numerical Analysis ◽  
High Strength Steel ◽  
Elevated Temperatures ◽  
High Strength ◽  
Endplate Connections

Performance assessment on high strength steel endplate connections in fire

2016 ◽  
Vol 7 (2) ◽  
pp. 168-178 ◽  
Author(s):  
Xuhong Qiang ◽  
Xu Jiang ◽  
Frans Bijlaard ◽  
Henk Kolstein
Keyword(s):  
Mild Steel ◽  
Ambient Temperature ◽  
High Strength Steel ◽  
Numerical Study ◽  
High Strength ◽  
Experimental Tests ◽  
Content Type ◽  
Rotation Capacity ◽  
Endplate Connections ◽  
In Fire

Purpose This paper aims to investigate and assess a perspective of combining high-strength-steel endplate with mild-steel beam and column in endplate connections. Design/methodology/approach First, experimental tests on high strength steel endplate connections were conducted at fire temperature 550°C and at an ambient temperature for reference. Findings The moment-rotation characteristic, rotation capacity and failure mode of high-strength-steel endplate connections in fire and at an ambient temperature were obtained through tests and compared with those of mild-steel endplate connections. Further, the provisions of Eurocode 3 were validated with test results. Moreover, the numerical study was carried out via ABAQUS and verified against the experimental results. Originality/value It is found that a thinner high-strength-steel endplate can enhance the connection’s rotation capacity both at an ambient temperature and in fire (which guarantees the safety of an entire structure) and simultaneously achieve almost the same moment resistance with a mild steel endplate connection.

Q690 high strength steel T-stub tensile behavior: Experimental and numerical analysis

2018 ◽  
Vol 122 ◽  
pp. 554-571 ◽  
Author(s):  
Gang Liang ◽  
Hongchao Guo ◽  
Yunhe Liu ◽  
YanLong Li
Keyword(s):  
Numerical Analysis ◽  
High Strength Steel ◽  
High Strength ◽  
Tensile Behavior

scholarly journals Numerical Analysis of Influence of Hydrogen Charging Method on Thermal Desorption Spectra for Pre-strained High-Strength Steel

2014 ◽  
Vol 54 (1) ◽  
pp. 153-159 ◽  
Author(s):  
Ken-ichi Ebihara ◽  
Takashi Iwamoto ◽  
Yukio Matsubara ◽  
Hiroki Yamada ◽  
Tsukasa Okamura ◽  
...  
Keyword(s):  
Numerical Analysis ◽  
Thermal Desorption ◽  
High Strength Steel ◽  
High Strength ◽  
Hydrogen Charging

Post-fire behaviour of high strength steel endplate connections — Part 1: Experimental study

2015 ◽  
Vol 108 ◽  
pp. 82-93 ◽  
Author(s):  
Xuhong Qiang ◽  
Xu Jiang ◽  
Frans S.K. Bijlaard ◽  
Henk Kolstein ◽  
Yongfeng Luo
Keyword(s):  
Experimental Study ◽  
High Strength Steel ◽  
High Strength ◽  
Fire Behaviour ◽  
Endplate Connections
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