Inter shear transfer of unbonded prestressing precast segmental bridge column dry joints

被引：23
|
作者：
Bu, Zhan-Yu [1 ]
Wu, Wei-Ye [1 ]
机构：
[1] Ningbo Univ, Fac Architectural Civil Engn & Environm, Ningbo 315211, Zhejiang, Peoples R China
来源：
ENGINEERING STRUCTURES | 2018年 / 154卷
基金：
中国国家自然科学基金;
关键词：
Segmental column; Dry joint; Shear strength; Joint test; Damaged pattern; Regression analyses; Finite element model; FRACTURE-MECHANICS APPROACH; CONCRETE; STRENGTH; BEHAVIOR; BEAMS; KEY; PERFORMANCE; FAILURE;
D O I：
10.1016/j.engstruct.2017.10.048
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
The shear performance of precast segmental bridge column (PSBC) epoxy-free dry joints was investigated. Ten PSBC dry joint specimens were tested under monotonic direct shear loading. The design parameters include sectional shape, with or without shear keys, key number and geometry, and confining stress. The shear resistance-relative vertical displacement curves were recorded. The damage patterns and failure mechanism of tested specimens were analyzed. Shear strength formulas for prismatic, castellated, and flat dry joint were derived through data regression. The applicability of proposed formulas together with those from literature was investigated. Finally a finite element (FE) model was calibrated to study the friction contribution to shear capacity at various confining stresses.
引用
收藏
页码：52 / 65
页数：14
相关论文
共 50 条
  • [31] Shear strength of dry joints of concrete panels with and without steel fibres - Application to precast segmental bridges
    Turmo, J
    Ramos, G
    Aparicio, AC
    ENGINEERING STRUCTURES, 2006, 28 (01) : 23 - 33
  • [32] Shear behavior of epoxy joints in precast segmental bridges under impact loading
    Luo, Zheng
    Wang, Yinhui
    Wang, Tao
    ENGINEERING STRUCTURES, 2022, 269
  • [33] Shear Strength of Keyed Joints in Segmental Precast Concrete Bridges
    Shen Y.
    Cai P.
    Chen L.
    Li G.
    Tongji Daxue Xuebao/Journal of Tongji University, 2019, 47 (10): : 1414 - 1420
  • [34] Hysteretic Modeling of Unbonded Posttensioned Precast Segmental Bridge Columns with Circular Section Based on Cyclic Loading Test
    Bu, Zhan-Yu
    Ou, Yu-Chen
    Song, Jian-Wei
    Lee, George C.
    JOURNAL OF BRIDGE ENGINEERING, 2016, 21 (06)
  • [35] DFEM of a post-tensioned precast concrete segmental bridge with unbonded external tendons subjected to prestress changes
    Yuen, Terry Y. P.
    Halder, Rudhra
    Chen, Wang-Wen
    Zhou, Xiangming
    Deb, Trissa
    Liu, Yang
    Tseng, Yang
    Wen, Tzu-Han
    STRUCTURES, 2020, 28 : 1322 - 1337
  • [36] Large-Scale Experimental Study of Precast Segmental Unbonded Posttensioned Concrete Bridge Columns for Seismic Regions
    Ou, Yu-Chen
    Wang, Ping-Hsiung
    Tsai, Mu-Sen
    Chang, Kuo-Chun
    Lee, George C.
    JOURNAL OF STRUCTURAL ENGINEERING-ASCE, 2010, 136 (03): : 255 - 264
  • [37] Shear behavior of steel keyed joints in precast concrete segmental bridges under direct shear loading
    Zou, Yu
    Xu, Dong
    STRUCTURAL CONCRETE, 2022, 23 (05) : 2710 - 2731
  • [38] FEM modelling of unbonded post-tensioned segmental beams with dry joints
    Turmo, J.
    Ramos, G.
    Aparicio, A. C.
    ENGINEERING STRUCTURES, 2006, 28 (13) : 1852 - 1863
  • [39] Shear behavior of precast ultrahigh-performance concrete (UHPC) segmental beams with external tendons and dry joints
    Ye, Meng
    Li, Lifeng
    Yoo, Doo-Yeol
    Wang, Lianhua
    Li, Huihui
    Shao, Xudong
    ARCHIVES OF CIVIL AND MECHANICAL ENGINEERING, 2023, 23 (03)
  • [40] Effect of specimen thickness and coarse aggregate size on shear strength of single-keyed dry joints in precast concrete segmental bridges
    Jiang, Haibo
    Feng, Jiahui
    Liu, Airong
    Liang, Weibin
    Tan, Yuhua
    Liang, Hualian
    STRUCTURAL CONCRETE, 2019, 20 (03) : 955 - 970
12345