Experimental Investigation and Load Capacity of Slender Cold-Formed Lipped Channel Sections with Holes in Compression
The use of cold-formed steel (CFS) channels with circular or rectangular web holes is becoming increasingly popular in building structures. However, such holes can result in sections becoming more susceptible to buckle and display lower load-carrying capacities. This paper presents a total of 42 axi...
Saved in:
Main Author: | Xingyou Yao |
---|---|
Format: | Article |
Language: | English |
Published: |
Wiley
2021-01-01
|
Series: | Advances in Civil Engineering |
Online Access: | http://dx.doi.org/10.1155/2021/6658099 |
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) -
Study on Calculation of Bearing Capacity of Axially Loaded CFRP-Strengthened Cold-Formed Thin-Walled Lipped Channel Steel Columns
by: Yanan Sun, et al.
Published: (2020-01-01) -
Experimental Investigation of Heat-Damaged RC Slender Spiral Columns Repaired with CFRP Rope
by: Ahmed M. Ashteyat, et al.
Published: (2025-01-01) -
Influence of Hole Arrangement on the Section of Cavity Formed by Cutting Blast
by: Xianglong Li, et al.
Published: (2021-01-01) -
A combined loading transducer for calculating the bending moment and torque in a slender circular beam using the minimum numbers of strain gauges, strain grids, and measurement channels
by: Bernard J Socha, et al.
Published: (2020-06-01)