Linear and Nonlinear Buckling Analysis of Castellated Beams

B Kim, S Elaiwi, L-Y Li

Research output: Contribution to journalArticlepeer-review

7 Downloads (Pure)

Abstract

The aim of the present paper is to investigate the effect of web openings on the lateral-torsional buckling resistance of castellated beams by using both analytical and numerical methods. The analytical approach is developed based on the principle of minimum potential energy, meanwhile elastic and inelastic numerical solutions obtained using ANSYS software are for the validation of the analytical solutions. The investigations are carried out through the application of uniformly distributed transverse loading on top flange of a castellated beam with common boundary conditions. The developed analytical solutions is can be used for the design and practical use.
Original languageEnglish
Number of pages0
JournalInternational Journal of Structural and Civil Engineering Research
Volume0
Issue number0
Early online date16 May 2019
DOIs
Publication statusPublished - May 2019

Fingerprint

Dive into the research topics of 'Linear and Nonlinear Buckling Analysis of Castellated Beams'. Together they form a unique fingerprint.

Cite this