Elastic Critical Lateral Buckling of Beams Subjected to Simultaneous Negative End Moments and Transverse Loads

This study presents a numerical investigation of the elastic critical lateral-torsional buckling of a steel beam subjected to simultaneous transverse loading at the top flange and negative end moments. Here, the elastic critical buckling of the steel beam was estimated by utilizing the finite elemen...

Full description

Bibliographic Details
Main Authors: Xuan Tung Nguyen, Tri N. M. Nguyen, Kha Loc Nguyen, Ki-Yong Yoon, Sun-Hee Park, Jung J. Kim
Format: Article
Language:English
Published: MDPI AG 2023-01-01
Series:Applied Sciences
Subjects:
Online Access:https://www.mdpi.com/2076-3417/13/2/778