Experimental study of slip-in haunched gusset plate connection for double lipped cold-formed steel section
Connections on the cold-formed steel (CFS) section become an interesting topic concerning its failure mode that the thin-walled behaviour controls it. CFS weakness is usually caused by early local buckling and local instability. The bolt connections and t he gusset plate are the easy way to install...
Saved in:
| Main Authors: | , , , , , , |
|---|---|
| Other Authors: | |
| Format: | Article |
| Published: |
International Journal of Scientific and Technology Research
2023
|
| Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Be the first to leave a comment!