Flexural Behavior of Prestressed Steel-Concrete Composite Members with Discontinuous Webs
The corrugated webbed prestressed (CWPS) composite member was developed to improve the efficiency of the prestress introduced into the steel beam, and experimental studies were performed to examine its structural behavior. Additionally, a unified analysis model that can estimate the nonlinear flexur...
Saved in:
| Main Authors: | Jae Yuel Oh, Deuck Hang Lee, Sang Hum Cho, Hyun Kang, Hae-Chang Cho, Kang Su Kim |
|---|---|
| Format: | Article |
| Language: | English |
| Published: |
Wiley
2015-01-01
|
| Series: | Advances in Materials Science and Engineering |
| Online Access: | http://dx.doi.org/10.1155/2015/278293 |
| Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
Experimental Study on Reinforced Concrete Column Incased in Prefabricated Permanent Thin-Walled Steel Form
by: Jae Yuel Oh, et al.
Published: (2016-01-01) -
Shear Strength Reduction Factor of Prestressed Hollow-Core Slab Units Based on the Reliability Approach
by: Hae-Chang Cho, et al.
Published: (2017-01-01) -
Investigating Flexural Behaviour of Prestressed Concrete Girders Cast by Fibre-Reinforced Concrete
by: Muhammad U. Rashid, et al.
Published: (2019-01-01) -
Research on Hysteretic Models for Prestressed and Non-Prestressed Steel Reinforced Concrete Frames
by: Huihui Luo, et al.
Published: (2021-01-01) -
Remaining Service Life Evaluation of Reinforced Concrete Buildings Considering Failure Probability of Members
by: Hae-Chang Cho, et al.
Published: (2025-03-01)