DEVELOPMENT OF AN ORTHOTROPIC COMPOSITE SLAB SYSTEM FOR ROAD BRIDGES

被引:0
|
作者
Stroetmann, R. [1 ]
Karge, C. [1 ]
Mansperger, T. [2 ]
机构
[1] TU Dresden, Institut für Stahl- und Holzbau, Dresden, Germany
[2] Leonhardt, Andrä und Partner Beratende Ingenieure VBI AG, Dresden, Germany
关键词
Concrete slabs - Fatigue of materials - Reinforced concrete - Software testing;
D O I
10.1002/cepa.1898
中图分类号
学科分类号
摘要
Large increases in traffic loads led to extensive fatigue damage to existing orthotropic steel roadway slabs of bridges. Reinforced concrete bridges and conventional composite bridges are less susceptible to fatigue but considerably heavier. With the so-called ortho-composite-slab (OC-slab) a lightweight and robust construction is currently being developed as an alternative to existing construction methods. The basic ideas for the design are explained and an overview of the objectives of the AiF-FOSTA research project P1265 [1] is given. An overview of the experimental test program is given in section 3.3 It is used to determine the load-bearing and fatigue behavior of the OC-slab with composite dowel strips. Detailed information on tests on dowel strips in longitudinal and transverse direction are presented in [9]. Furthermore, application examples in practice are shown in section 4. © 2023 The Authors. Published by Ernst & Sohn GmbH.
引用
收藏
页码:130 / 139
相关论文
共 50 条
  • [21] Fatigue Assessment of Continuous Composite Bridges Accounting for Slab Casting Sequences
    Gara, Fabrizio
    Formica, Massimo
    Leoni, Graziano
    Dezi, Luigino
    STRUCTURAL ENGINEERING INTERNATIONAL, 2018, 28 (04) : 535 - 545
  • [22] Effects of construction process and slab prestressing on the serviceability behaviour of composite bridges
    Marí, A
    Mirambell, E
    Estrada, I
    JOURNAL OF CONSTRUCTIONAL STEEL RESEARCH, 2003, 59 (02) : 135 - 163
  • [23] Development of Dynamic Impact Factor Expressions for Skewed Composite Concrete-Steel Slab-On-Girder Bridges
    Mohseni, Iman
    Ashin, Amin
    Choi, Won
    Kang, Junsuk
    ADVANCES IN MATERIALS SCIENCE AND ENGINEERING, 2018, 2018
  • [24] Management system for expansion joints of road bridges
    Lima, Joao Marques
    de Brito, Jorge
    STRUCTURE AND INFRASTRUCTURE ENGINEERING, 2010, 6 (06) : 703 - 714
  • [25] Failure Mode of Orthotropic Two-way Composite Slab under Concentrated Load
    Yulin Zhan
    Wenfeng Huang
    Yu Qiao
    Zhouyuan Xu
    Renda Zhao
    KSCE Journal of Civil Engineering, 2022, 26 : 5107 - 5119
  • [26] Design of slab bridges
    El-Sheikh, Ahmed I.
    International Journal of Structures, 1995, 15 (01): : 1 - 7
  • [27] Failure Mode of Orthotropic Two-way Composite Slab under Concentrated Load
    Zhan, Yulin
    Huang, Wenfeng
    Qiao, Yu
    Xu, Zhouyuan
    Zhao, Renda
    KSCE JOURNAL OF CIVIL ENGINEERING, 2022, 26 (12) : 5107 - 5119
  • [28] Optimum design of composite twin-girder road bridges
    Manuel Baraibar, Jose
    Baraibar, Elisa
    REVISTA INTERNACIONAL DE METODOS NUMERICOS PARA CALCULO Y DISENO EN INGENIERIA, 2019, 35 (03):
  • [29] Optimisation of transversal disposition of steel and concrete composite road bridges
    Gocal, J.
    Dursova, A.
    STEEL STRUCTURES AND BRIDGES 2012 - 23RD CZECH AND SLOVAK INTERNATIONAL CONFERENCE, 2012, 40 : 125 - 130
  • [30] Orthotropic steel bridges in Germany
    Friedrich, Heinz
    STEEL CONSTRUCTION-DESIGN AND RESEARCH, 2014, 7 (01): : 41 - 47