Experiment on the Segment Model of a Plain Concrete Arch Bridge Reinforced with UHPC Composite Arch Circle
This research aims to investigate the efficiency of strengthening of plain concrete (PLC) arches using UHPC. Thirteen segment arch models reinforced using normal concrete (NC, group N) or ultra-high performance concrete (UHPC, group U) were tested in this study. The failure mode, strain distribution...
Saved in:
| Main Authors: | Zongshan Wang, Jianting Zhou, Jun Yang, Lei Chen, Weicheng Wang |
|---|---|
| Format: | Article |
| Language: | English |
| Published: |
Wiley
2020-01-01
|
| Series: | Advances in Civil Engineering |
| Online Access: | http://dx.doi.org/10.1155/2020/4015063 |
| Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
Similar Items
-
Manufacturing of fiber-reinforced concrete bridge arches
by: M. R. Nakhaev
Published: (2021-11-01) -
Structural Behavior of Ultrahigh-Performance Fiber-Reinforced Concrete Thin-Walled Arch Subjected to Asymmetric Load
by: Jun Yang, et al.
Published: (2019-01-01) -
Research on Hanger Force and Main Arch Stability of Long-Span Concrete-Filled Steel Tube Arch Bridge
by: Yanli Wu, et al.
Published: (2022-01-01) -
Stress control method for concrete pouring construction of continuous CFST tied arch bridge: Calculation method and actual bridge case
by: Zengwu Liu, et al.
Published: (2025-12-01) -
THE DEVELOPMENT OF A AESTHETICROTATION SURFACE GENERATED BY A CURVED LINE FORMED OF A HYPERBOLA ARCH AND A CIRCLE ARCH
by: Liliana LUCA
Published: (2017-12-01)