Investigation of the shear behavior of a new UHPC-CA shear key between precast prestressed adjacent box girders

被引：0
|
作者：
Liu, Jie [1 ,2 ]
Zhang, Longfei [1 ]
Chen, Xuyong [1 ]
Wu, Qiaoyun [1 ]
机构：
[1] School of Civil Engineering and Architecture, Wuhan Institute of Technology, Wuhan,430074, China
[2] Hubei Provincial Engineering Research Center for Green Civil Engineering Materials and Structures, Wuhan Institute of Technology, Wuhan,430074, China
来源：
Structures | / 72卷
关键词：
Number:; 52278210; Acronym:; NSFC; Sponsor: National Natural Science Foundation of China; K202223; WIT; Sponsor: Wuhan Institute of Technology;
D O I：
108125
中图分类号：
学科分类号：
摘要：
Box girder bridges
引用
收藏
相关论文
共 43 条
  • [21] Experimental and numerical investigation of the bending, shear, and punching shear behavior of recycled aggregate concrete precast/prestressed hollow core slabs
    Mcginnis, Michael J.
    Gangone, Michael V.
    Nogales, Alejandro
    Gomez-Santana, Lizeth Marisol
    Weldon, Brad
    Reihl, Adam
    Tosic, Nikola
    Kurama, Yahya
    STRUCTURAL CONCRETE, 2024,
  • [22] Seismic behavior of a new type of precast concrete shear wall using UHPC connections at boundary elements
    Hu, Xinyu
    Xue, Weichen
    Lv, Yanheng
    ENGINEERING STRUCTURES, 2024, 302
  • [23] Calculation of Short-term and Long-term Behavior of Prestressed Concrete Box Girders Considering Effect of Shear Lag
    Hu, Di
    Wang, Laifa
    Guo, Jiping
    ADVANCES IN CONCRETE AND STRUCTURES, 2009, 400-402 : 943 - 948
  • [24] Calculation of short-term and long-term behavior of prestressed concrete box girders considering effect of shear lag
    Di, Hu
    Laifa, Wang
    Jiping, Guo
    Key Engineering Materials, 2009, 400-402 : 943 - 948
  • [25] Interface shear behavior between high-strength precast girders and lightweight cast-in-place slabs
    Jiang, Haibo
    Fang, Zhuangcheng
    Liu, Airong
    Li, Yuhong
    Feng, Jiahui
    CONSTRUCTION AND BUILDING MATERIALS, 2016, 128 : 449 - 460
  • [26] Numerical investigation on early age performance of ultra-high-performance concrete shear keys between an adjacent prestressed concrete box beams
    Liu, Zhengyu
    Semendary, Ali A.
    Phares, Brent M.
    ADVANCES IN STRUCTURAL ENGINEERING, 2022, 25 (03) : 511 - 521
  • [27] Shear behavior of full-scale prestressed concrete girders: Comparison between AASHTO specifications and LRFD code
    Shahawy, MA
    Batchelor, BD
    PCI JOURNAL, 1996, 41 (03): : 48 - 62
  • [28] Shear behavior of full scale prestressed concrete girders: Comparison between AASHTO specifications and LRFD code - Closure
    Shahawy, MA
    Batchelor, BD
    PCI JOURNAL, 1997, 42 (03): : 91 - 93
  • [29] Shear behavior of full scale prestressed concrete girders: Comparison between AASHTO specifications and LRFD code - Comment
    Bassi, KG
    Collins, MP
    Kulicki, JM
    Eshenaur, SR
    Thomas, AL
    PCI JOURNAL, 1997, 42 (03): : 72 - 91
  • [30] Experimental investigation and analytical modeling of shear behavior at UHPC-NC interfaces in wet joints of precast assembly piers
    Yin, Shujun
    Zhou, Mi
    Zhao, Xiaonan
    Ma, Lei
    ADVANCES IN STRUCTURAL ENGINEERING, 2025,
12345