Analytical solution for flange/web distortional buckling of cold-formed steel beams with circular web perforations

Author(s):  
Nan-ting Yu ◽  
Boksun Kim ◽  
Xu-hao Huang ◽  
Wei-bin Yuan ◽  
Rui Ye ◽  
...  
2014 ◽  
Vol 633-634 ◽  
pp. 1037-1041 ◽  
Author(s):  
Nikolay Vatin ◽  
Aleksei Sinelnikov ◽  
Marsel Garifullin ◽  
Darya Trubina

This article provides the numerical elastic buckling analysis of simply supported cold-formed lipped channels subjected to pure bending. A methodology for computing simulation of a new type of thin-walled thermo-profile (reticular-stretched) is developed. For flexural elements buckling modes and values of critical force are calculated. FE simulation evaluates the influence of web height and span on the critical load and buckling modes for cold formed beams of different lengths.


2020 ◽  
Vol 168 ◽  
pp. 106006 ◽  
Author(s):  
Natalia Degtyareva ◽  
Perampalam Gatheeshgar ◽  
Keerthan Poologanathan ◽  
Shanmuganathan Gunalan ◽  
Konstantinos Daniel Tsavdaridis ◽  
...  

2020 ◽  
Vol 148 ◽  
pp. 106569 ◽  
Author(s):  
Nan-ting Yu ◽  
Boksun Kim ◽  
Long-yuan Li ◽  
Wei-jian Hong ◽  
Wei-bin Yuan

2014 ◽  
Vol 74 ◽  
pp. 104-117 ◽  
Author(s):  
Luís Laím ◽  
João Paulo C. Rodrigues ◽  
Luis Simões da Silva

Sign in / Sign up

Export Citation Format

Share Document