Design and Mechanical Properties of Steel-UHPC Lightweight Composite Decks
Orthotropic steel decks (OSDs) have been widely used in long-span bridges due to their advantages of being lightweight, having high capacity, and allowing rapid construction. However, due to the insufficiency of local stiffness of OSD, fatigue cracking and pavement damage have been common problems o...
Saved in:
| Main Authors: | Yong Liu, Xin Zhang, Rong Liu, Guorong Chen |
|---|---|
| Format: | Article |
| Language: | English |
| Published: |
Wiley
2021-01-01
|
| Series: | Advances in Civil Engineering |
| Online Access: | http://dx.doi.org/10.1155/2021/8508795 |
| Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
Effects of Stiffener Type on Fatigue Resistance of Steel-UHPC Composite Bridge Decks
by: Xiugui Sun, et al.
Published: (2022-01-01) -
An Enhanced UHPC-Grout Shear Connection for Steel-Concrete Composite Bridges with Precast Decks
by: Yongtao Zhang, et al.
Published: (2021-01-01) -
Study on Bending Performance of Epoxy Adhesive Prefabricated UHPC-Steel Composite Bridge Deck
by: Jinlong Jiang, et al.
Published: (2021-01-01) -
Parameter Optimization and Bending Performance Analysis of a Corrugated Steel Plate-UHPC Composite Bridge Deck with PZ Shear Connectors
by: Anhua Wang, et al.
Published: (2022-01-01) -
Composite Steel-Concrete Orthotropic Decks
by: Ionuț Chindriș I., et al.
Published: (2025-07-01)