High strength steel S690 channels connected to gusset plate in tension
This report presents a numerical study on high strength steel S690 channels connected to gusset plates in tension. An experimental study of 18 test specimens, among which consists of different section sizes, bolt sizes, bolt patterns and connection lengths, had been reviewed as benchmark tests. The...
Main Author: | Chong, Pei En |
---|---|
Other Authors: | Zhao Ou |
Format: | Final Year Project (FYP) |
Language: | English |
Published: |
Nanyang Technological University
2020
|
Subjects: | |
Online Access: | https://hdl.handle.net/10356/145213 |
Similar Items
-
Experimental and numerical study of stainless steel channel-to-gusset plate connections
by: Jiang, Ke, et al.
Published: (2022) -
Structural behaviour of slip-in gusset plate connection for double lipped channel cold formed steel using partial strength connection
by: Aminuddin, K. M., et al.
Published: (2019) -
Behavior of partial strength of beam-to-column connection with gusset plate for cold-formed steel sections
by: Firdaus, Muhammad, et al.
Published: (2020) -
Shear lag effect of high strength steel S690 open section (Angle) with single row bolted connections in tension
by: Liu, Mei Ting
Published: (2020) -
Experimental study of slip in haunched gusset plate for cold formed steel connections
by: Aminuddin, K. M., et al.
Published: (2020)