FEM study on the structural behaviour of segmental concrete bridges with unbonded prestressing and dry joints: Simply supported bridges

被引：49
|
作者：
Turmo, J
Ramos, G
Aparicio, AC
机构：
[1] Tech Univ Catalonia, Dept Construct Engn, Barcelona 08034, Spain
[2] Univ Castilla La Mancha, ETS Ingn Caminos, E-13071 Ciudad Real, Spain
来源：
ENGINEERING STRUCTURES | 2005年 / 27卷 / 11期
关键词：
segmental bridges; castellated joints; dry joints; external prestressing; unbonded prestressing;
D O I：
10.1016/j.engstruct.2005.04.011
中图分类号：
TU [建筑科学];
学科分类号：
0813 ;
摘要：
This work presents a finite element method (FEM) analysis of the behaviour of segmental concrete bridges, focusing on the response under combined shear and flexure, in service and ultimate limit states. A previously validated FEM model has been applied to simulate the structural behaviour of simply supported bridges. The non-linear and geometrical model considers the particular behaviour of the dry joints, the concrete plasticity and the slipping of the prestressing tendons at deviators. Interesting and original conclusions have been reached regarding the reinforcing criteria and the resistant mechanisms of these structures once the opening of the joint takes place. (C) 2005 Elsevier Ltd. All rights reserved.
引用
收藏
页码：1652 / 1661
页数：10
相关论文
共 50 条
  • [21] Shear Stiffness of Segmental Joints in Cantilever Casting Concrete Bridges
    Zhang, Wei
    Wang, Zonglin
    Ali, Fadhil Naser
    ADVANCED BUILDING MATERIALS, PTS 1-4, 2011, 250-253 (1-4): : 2460 - 2467
  • [22] 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
  • [23] Structural safety of segmental concrete bridges during construction
    Biondini, F.
    Malerba, P. G.
    BRIDGE MAINTENANCE, SAFETY, MANAGEMENT AND LIFE EXTENSION, 2014, : 941 - 945
  • [24] BEHAVIOUR OF IN-SITU CONCRETE STITCHES IN SEGMENTAL PRESTRESSED CONCRETE BRIDGES
    Leung, C. C. Y.
    Au, F. T. K.
    PROCEEDINGS OF THE SECOND INTERNATIONAL POSTGRADUATE CONFERENCE ON INFRASTRUCTURE AND ENVIRONMENT, VOL 2, 2010, : 256 - 262
  • [25] Shear strength of match cast dry joints of precast concrete segmental bridges: proposal for Eurocode 2
    Turmo, J.
    Ramos, G.
    Aparicio, A. C.
    MATERIALES DE CONSTRUCCION, 2006, 56 (282) : 45 - 52
  • [26] 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
  • [27] Experimental Study on the Bending Behavior of Precast Concrete Segmental Bridges with Continuous Rebars at Joints
    Zou, Yu
    Xu, Dong
    BUILDINGS, 2024, 14 (09)
  • [28] Concrete shear keys in prefabricated bridges with dry deck joints
    Hallmark, Robert
    Nilsson, Martin
    Collin, Peter
    NORDIC CONCRETE RESEARCH, 2011, 44 (02): : 109 - 122
  • [29] Shear Behavior of Epoxy Resin Joints in Precast Concrete Segmental Bridges
    Yuan, Aimin
    Yang, Chen
    Wang, Jiwei
    Chen, Leike
    Lu, Rongwei
    JOURNAL OF BRIDGE ENGINEERING, 2019, 24 (04)
  • [30] Shear behaviour of in-situ concrete stitches of precast concrete segmental bridges
    Leung, C. C. Y.
    Au, F. T. K.
    INCORPORATING SUSTAINABLE PRACTICE IN MECHANICS OF STRUCTURES AND MATERIALS, 2011, : 233 - 237
12345