Flexural Behavior of Precast Concrete Segmental Box-Girders with Dry Joints
Precast concrete segmental (PCS) box-girders are widely used in bridge construction, while studies on flexural behaviors of PSC box-girders with dry joints are insufficient. Six large-scale PCS box-girders with dry joints were tested to failure under two-point loading in this study. Strain increment...
Main Authors: | Shun Chai, Tong Guo, Zheheng Chen, Jun Yang |
---|---|
Format: | Article |
Language: | English |
Published: |
Hindawi Limited
2020-01-01
|
Series: | Advances in Civil Engineering |
Online Access: | http://dx.doi.org/10.1155/2020/8895180 |
Similar Items
-
Improvement of shear capacity for precast segmental box girder dry joints by steel fiber and glass fiber
by: Smittakorn Watanachai, et al.
Published: (2019-01-01) -
Structural Behavior of Spliced Post-Tensioned Girders with Precast Box Segments
by: Min Sook Kim, et al.
Published: (2019-03-01) -
Long-Term Deformations of Precast Segmental Box-Girder with External Tendons
by: Yu-LunHsu, et al.
Published: (2016) -
Effect of volume-to-surface area ratio and heat of hydration on early-age thermal behavior of precast concrete segmental box girders
by: Tu Anh Do, et al.
Published: (2021-12-01) -
Innovation of Intelligent Tensioning in Precast Box Girder
by: Zheng Jianhao, et al.
Published: (2021-01-01)