Push-Out Test on SCS sandwich composite members with various concrete cores and shear connectors
The development of Steel-Concrete-Steel1(SCS) sandwich composite construction has accelerated in recent decades. SCS members have been used as lightweight key components in buildings, bridges, and other structures in civil engineering applications because of its features and advantages. Slippage...
| Main Author: | Chang, Jia Wei |
|---|---|
| Format: | Final Year Project |
| Language: | English |
| Institution: | Universiti Teknologi Petronas |
| Record Id / ISBN-0: | utp-utpedia.22901 / |
| Published: |
Universiti Teknologi PETRONAS
2021
|
| Subjects: | |
| Online Access: |
http://utpedia.utp.edu.my/22901/1/11_UTP21-2_CV11.pdf http://utpedia.utp.edu.my/22901/ |
| Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
| Summary: |
The development of Steel-Concrete-Steel1(SCS) sandwich composite
construction has accelerated in recent decades. SCS members have been used as
lightweight key components in buildings, bridges, and other structures in civil
engineering applications because of its features and advantages. Slippage in SCS
sandwich composite member could happen in between concrete and steel plates under
compressive loading or in a column under axial load. As a result, the composite action
could be reduced and thus decreasing the load-bearing capacity. This research is to
explore the failure modes of the SCS specimens and to study the influences of various
parameters such as concrete type and shear connector type on the interface behavior
in SCS sandwich composite column by carrying out a series of push-out tests. |
|---|