Behaviour and resistance of hollow and concrete-filled mild steel columns due to transverse impact loading

2012 ◽  
Vol 13 (1) ◽  
Author(s):  
M Yousuf ◽  
B Uy ◽  
Z Tao ◽  
A Remennikov ◽  
R Liew
Keyword(s):  
Mild Steel ◽  
Impact Loading ◽  
Transverse Impact ◽  
Steel Columns

Finite element method failure analysis of a pressurized FRP cylinder under transverse impact loading

2008 ◽  
Vol 46 (7-9) ◽  
pp. 898-904 ◽  
Author(s):  
Tomonori Kaneko ◽  
Sadayuki Ujihashi ◽  
Hidetoshi Yomoda ◽  
Shusuke Inagi
Keyword(s):  
Finite Element Method ◽  
Finite Element ◽  
Failure Analysis ◽  
Impact Loading ◽  
Transverse Impact ◽  
Element Method

scholarly journals Collapse Behaviour of a Concrete-Filled Steel Tubular Column Steel Beam Frame under Impact Loading

2021 ◽  
Vol 2021 ◽  
pp. 1-15
Author(s):  
Lian Song ◽  
Hao Hu ◽  
Jian He ◽  
Xu Chen ◽  
Xi Tu
Keyword(s):  
Finite Element ◽  
Impact Loading ◽  
Mechanical Performance ◽  
Impact Load ◽  
Frame Structure ◽  
Actual Condition ◽  
Transverse Impact ◽  
Time Curve ◽  
Finite Element Software ◽  
The Impact

The progressive collapse of a concrete-filled steel tubular (CFST) frame structure is studied subjected to impact loading of vehicle by the finite-element software ABAQUS, in the direct simulation method (DS) and alternate path method (AP), respectively. Firstly, a total of 14 reference specimens including 8 hollow steel tubes and 6 CFST specimens were numerically simulated under transverse impact loading for verification of finite-element models, which were compared with the existing test results, confirming the overall similarity between them. Secondly, a finite-element analysis (FEA) model is established to predict the impact behaviour of a five-storey and three-span composite frame which was composed of CFST columns and steel beams under impact vehicle loading. The failure mode, internal force-time curve, displacement-time curve, and mechanical performance of the CFST frame were obtained through analyzing. Finally, it is concluded that the result by the DS method is closer to the actual condition and the collapse process of the structure under impact load can be relatively accurately described; however, the AP method is not.

scholarly journals Dynamic Strength in Steel Structure Under Transverse Impact Loading

1962 ◽  
Vol 1962 (112) ◽  
pp. 135-142
Author(s):  
Mitsuo Takehana ◽  
Yasuhira Takeshi
Keyword(s):  
Impact Loading ◽  
Dynamic Strength ◽  
Steel Structure ◽  
Transverse Impact
Sign in / Sign up

Export Citation Format

Share Document