Axial Compression Performance of Concrete-Filled Steel Tubular Columns with Different D/t Ratios
The impacts of three diameter/thickness (D/t) ratios (21.22, 25.46, and 31.83) and concrete strengths (40 N/mm2, 50 N/mm2, and 60 N/mm2) on the strength capabilities of concrete-filled steel tubular (CFST) columns are investigated in this study. The central composite design (CCD) of the response sur...
Saved in:
Main Authors: | Preetha Achuthan, Ganapathy Ganesh Prabhu, George Gabriel Vimal Arokiaraj, Panneerselvam Arul Sivanantham, Subramanian Suthagar |
---|---|
Format: | Article |
Language: | English |
Published: |
Wiley
2022-01-01
|
Series: | Advances in Materials Science and Engineering |
Online Access: | http://dx.doi.org/10.1155/2022/9170525 |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
Effect of Fibre Aspect-Ratio on the Fresh and Strength Properties of Steel Fibre Reinforced Self-Compacting Concrete
by: Panneerselvam Arul Sivanantham, et al.
Published: (2022-01-01) -
Behavior of Axially Loaded Stirrup Confinement Rectangular Concrete-Filled Steel Tubular Stub Columns
by: Jing Liu, et al.
Published: (2019-01-01) -
Behavior of Concrete-Filled Steel Tube Columns Subjected to Axial Compression
by: Pengfei Li, et al.
Published: (2018-01-01) -
Axial Compression of Glass Fiber Tube-Gangue Concrete-Steel Tubular Hollow Columns
by: Ni Zhang, et al.
Published: (2021-01-01) -
Axial Loading Behaviour of Self-Compacting Concrete-Filled Thin-Walled Steel Tubular Stub Columns
by: Yunyang Wang, et al.
Published: (2021-01-01)