Experimental Study and Mixed-Dimensional FE Analysis of T-Rib GFRP Plate-Concrete Composite Bridge Decks
In order to extend the understanding of structural performance of a T-rib glass fibre-reinforced polymer (GFRP) plate-concrete composite bridge deck, four GFRP plate-concrete composite bridge decks were tested, which consist of cast-in-place concrete sitting on a GFRP plate with T-ribs. Subsequently...
Saved in:
Main Authors: | Jun Tian, Xiaowei Wu, Yu Zheng, Yinfei Du, Xiankai Quan |
---|---|
Format: | Article |
Language: | English |
Published: |
Wiley
2018-01-01
|
Series: | Advances in Materials Science and Engineering |
Online Access: | http://dx.doi.org/10.1155/2018/7531912 |
Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
Bending performance and design of reinforced concrete ribbed bridge deck slabs retrofitted with steel-plate reinforcement
by: Jianshuai Liu, et al.
Published: (2025-01-01) -
Predictable Behavior of GFRP-Reinforced Bridge Decks: Formulation of a Strain-Based Capacity Model
by: Young Hoon Kim, et al.
Published: (2019-01-01) -
Experimental and Numerical Investigation of Welding Residual Stress of U-Rib Joints in Orthotropic Steel Bridge Decks
by: Zhiqiang Huang, et al.
Published: (2025-01-01) -
Fatigue Performance of Steel–UHPC Composite Bridge Deck System with Large Longitudinal Rib
by: Yi Zhou, et al.
Published: (2022-01-01) -
Fatigue Performance of Steel-Concrete Composite Continuous Box Girder Bridge Deck
by: Yuanxun Zheng, et al.
Published: (2021-01-01)