Numerical Study on the Various Profile Sections of Concrete Filled Steel Tubular Columns Under Compression
The axial load-carrying capacity for a wide range of short concrete-filled steel tubular (CFST) members having different section profiles is evaluated in the presented work. A numerical study has been carried out through Finite-Element based demonstration and it has been accomplished in the ABAQUS...
Main Authors: | Vinay Kumar Singh, Pramod Kumar Gupta, S M Ali Jawaid |
---|---|
Format: | Article |
Language: | English |
Published: |
Electronic Journals for Science and Engineering - International
2023-07-01
|
Series: | Electronic Journal of Structural Engineering |
Subjects: | |
Online Access: | https://ejsei.com/EJSE/article/view/408 |
Similar Items
-
Design Model of Rectangular Concrete-Filled Steel Tubular Stub Columns under Axial Compression
by: Faesal Alatshan, et al.
Published: (2023-01-01) -
Experimental and numerical study of compressive behavior of axially loaded circular ultra-high-performance concrete-filled tube columns
by: Aref A. Abadel, et al.
Published: (2022-12-01) -
Load-carrying capacity of circular concrete filled steel tubes under axial loading: Reliability analyses
by: Cao Van Vui, et al.
Published: (2023-04-01) -
Behavior of hybrid PET FRP confined concrete-filled high-strength steel tube columns under eccentric compression
by: Jun-Jie Zeng, et al.
Published: (2022-06-01) -
Axial compressive behavior of rubberized concrete-filled steel tube short columns
by: Maoyu Shen, et al.
Published: (2022-06-01)