Structural Behavior of Ultrahigh-Performance Fiber-Reinforced Concrete Thin-Walled Arch Subjected to Asymmetric Load
Ultrahigh-performance fiber-reinforced concrete (UHPFRC) is an innovative material in the field of bridge engineering. With superior mechanical characteristics, this new material reduced the structural self-weight and extended the span of modern bridges. A series of tests should be conducted to esta...
Main Authors: | Jun Yang, Jianting Zhou, Zongshan Wang, Yingxin Zhou, Hong Zhang |
---|---|
Format: | Article |
Language: | English |
Published: |
Hindawi Limited
2019-01-01
|
Series: | Advances in Civil Engineering |
Online Access: | http://dx.doi.org/10.1155/2019/9276839 |
Similar Items
-
Experiment on the Segment Model of a Plain Concrete Arch Bridge Reinforced with UHPC Composite Arch Circle
by: Zongshan Wang, et al.
Published: (2020-01-01) -
Estimating the Tensile Strength of Ultrahigh-Performance Fiber-Reinforced Concrete Beams
by: In-Hwan Yang, et al.
Published: (2019-01-01) -
Linear Control Method for Arch Ring of Oblique-Stayed Buckle Cantilever Pouring Reinforced Concrete Arch Bridge
by: Zengwu Liu, et al.
Published: (2021-01-01) -
Response of Reinforced Concrete Reservoir Walls Subjected to Blast Loading
by: Fan, Jin
Published: (2014) -
Fatigue Strain and Damage Analysis of Concrete in Reinforced Concrete Beams under Constant Amplitude Fatigue Loading
by: Fangping Liu, et al.
Published: (2016-01-01)