Study on Calculation of Bearing Capacity of Axially Loaded CFRP-Strengthened Cold-Formed Thin-Walled Lipped Channel Steel Columns
With the development of carbon fiber reinforced composites and the continuous improvement of the properties of bonding agents, scholars recommended using carbon fiber reinforced plastics (CFRP) to enhance cold-formed thin-walled C-shaped steel structures. It can provide a fast and effective way to s...
Saved in:
Main Authors: | Yanan Sun, Pengfei Li, Guojin Qin |
---|---|
Format: | Article |
Language: | English |
Published: |
Wiley
2020-01-01
|
Series: | Advances in Civil Engineering |
Online Access: | http://dx.doi.org/10.1155/2020/9682929 |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
Experimental Study and Proposal to Improve the EWM Design of Cold-Formed Steel Lipped Channel Columns with Circular Holes under Axial Compression
by: Xingyou Yao
Published: (2021-01-01) -
Calculation of Axial Compression Capacity for Square Columns Strengthened with HPFL and BSP
by: Hua Huang, et al.
Published: (2016-01-01) -
Enhancing Stability of Thin-Walled Short Steel Channel Using CFRP under Eccentric Compression
by: Hongyuan Tang, et al.
Published: (2016-01-01) -
Axial Loading Behaviour of Self-Compacting Concrete-Filled Thin-Walled Steel Tubular Stub Columns
by: Yunyang Wang, et al.
Published: (2021-01-01) -
Experimental Study on Eccentric Compressive Performance of Concrete Column Strengthened with CFRP Grid Reinforced ECC Matrix
by: Kangjian Lin, et al.
Published: (2021-01-01)