Determination of Buckling Behavior of Web-Stiffened Cold-Formed Steel Built-Up Column under Axial Compression
The practice of utilizing cold-drawn steel for structural and non-structural elements has expanded nowadays due to it being lighter in weight, economic section, desirable in fabrication, and its preferred post-buckling behavior over hot rolled sections. The cold-drawn steel section back to the back-...
Main Authors: | Muthuraman Mohan, Anuradha Ramachandran, Mugahed Amran, Aleksey Borovkov |
---|---|
Format: | Article |
Language: | English |
Published: |
MDPI AG
2022-04-01
|
Series: | Materials |
Subjects: | |
Online Access: | https://www.mdpi.com/1996-1944/15/9/2968 |
Similar Items
-
Influence of Intermediate Stiffeners on Axial Capacity of Thin-Walled Built-Up Open and Closed Channel Section Columns
by: Beulah Gnana Ananthi Gurupatham, et al.
Published: (2022-07-01) -
Buckling of bipolarly prestressed closely-spaced built-up member
by: Monika Siedlecka
Published: (2022-09-01) -
A Novel Analytical Approach for Axial Load Capacity Evaluation of Stiffened Hollow Steel Columns Utilizing Finite Element Method.
by: Ezzaat Sallam, et al.
Published: (2023-09-01) -
Effect of Lateral Load on Local Buckling of Latex Wrapped Cold Formed Steel Columns
by: Rajivgandhi NARASIMHAN, et al.
Published: (2023-01-01) -
Study the effect of intermediate and closer stiffener on the behaviour of the cold - formed steel lipped channel section under axial compression
by: P SANGEETHA, et al.
Published: (2022-04-01)