OMA Test and Model Refinement of a Reinforced Concrete Arch Bridge

被引:0
|
作者
Rosati, Ilenia [1 ]
Reynders, Edwin P. B. [2 ]
Lombaert, G. [2 ]
Di Ludovico, Marco [3 ]
Fabbrocino, Giovanni [1 ,4 ]
Rainieri, Carlo [5 ]
机构
[1] Univ Molise, DiBT Dept, Via F de Sanctis, I-86100 Campobasso, Italy
[2] Katholieke Univ Leuven, Dept Civil Engn, Kasteelpk Arenberg 40, B-3001 Leuven, Belgium
[3] Univ Naples Federico II, Dept Struct Engn & Architecture, Via Claudio 21, I-80125 Naples, Italy
[4] Natl Res Council Italy, Construct Technol Inst, Via Carducci, I-67100 Laquila, Italy
[5] Natl Res Council Italy, Construct Technol Inst, Corso N Protopisani, I-80146 Naples, Italy
关键词
Finite Element Analysis; model refinement; Operational Modal Analysis; reinforced concrete; arch bridges; OPERATIONAL MODAL-ANALYSIS; SYSTEM-IDENTIFICATION;
D O I
10.1007/978-3-031-61425-5_35
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Structural assessment and maintenance of existing road and highway bridges is currently gaining relevance in the scientific and engineering communities. This is particularly true in Italy due to the novel regulatory framework released on the subject, that recommends the refinement of numerical models to reduce modeling uncertainties based on the results of Operational Modal Analysis tests. In this context, the present paper discusses the refinement of a Finite Element model of a reinforced concrete highway bridge based on the results of OMA tests. The selected case study is briefly presented by illustrating the most relevant structural characteristics; then, the paper deals with test execution, and results of the construction of an accurate Finite Element (FE) model by Ansys Mechanical ADPL are discussed afterwards, pointing out the modeling assumptions deserving specific attention. Finally, model refinement is presented based on quantitative comparison between experimental and numerical results.
引用
收藏
页码:364 / 374
页数:11
相关论文
共 50 条
  • [1] Field and model test of an old reinforced concrete arch bridge
    Zhou, J.
    Fan, Y. F.
    Zhu, T.
    9th International Conference on Inspection Appraisal Repairs & Maintenance of Structures, 2005, : 493 - 500
  • [2] Model test of cantilever casting construction of reinforced concrete arch bridge
    Li, Xiaobin
    Yang, Yongqing
    Pu, Qianhui
    Liu, Zusheng
    Xinan Jiaotong Daxue Xuebao/Journal of Southwest Jiaotong University, 2007, 42 (05): : 526 - 530
  • [3] Study of Static Load Test about Reinforced Concrete Arch Bridge
    Zeng, Yan
    Sun, Qiu-yan
    3RD INTERNATIONAL CONFERENCE ON CIVIL ENGINEERING, ARCHITECTURE AND SUSTAINABLE INFRASTRUCTURE, ICCEASI 2015, 2015, : 743 - 747
  • [4] Calibration of the numerical model of a non-reinforced concrete arch bridge
    Correia, Catia
    Sousa, Goncalo
    Caetano, Elsa
    Cunha, Alvaro
    Magalhaes, Filipe
    EURODYN 2014: IX INTERNATIONAL CONFERENCE ON STRUCTURAL DYNAMICS, 2014, : 1217 - 1224
  • [5] The New Puddefjord Bridge. An arch bridge in reinforced concrete
    Knoph, S
    Eidsheim, OM
    Instanes, B
    STRAIT CROSSINGS 2001, 2001, : 187 - 190
  • [6] Experiment on the Segment Model of a Plain Concrete Arch Bridge Reinforced with UHPC Composite Arch Circle
    Wang, Zongshan
    Zhou, Jianting
    Yang, Jun
    Chen, Lei
    Wang, Weicheng
    ADVANCES IN CIVIL ENGINEERING, 2020, 2020
  • [7] Load test design and stability analysis of basket handle arch bridge with reinforced concrete
    Zhang, Shuangyang
    Pu, Qianhui
    Zhao, Renda
    Shi, Zhou
    CIVIL, STRUCTURAL AND ENVIRONMENTAL ENGINEERING, PTS 1-4, 2014, 838-841 : 1009 - +
  • [8] Durability assessment on railway reinforced concrete arch bridge
    Wu, Fang-Wen
    Feng, Bing-Long
    Xue, Cheng-Feng
    Journal of Railway Engineering Society, 2016, 33 (05) : 42 - 47
  • [9] SYSTEM RELIABILITY OF REINFORCED CONCRETE RIBBED ARCH BRIDGE
    Li, Xiujun
    Di, Haibo
    Yang, Feixiong
    INTERNATIONAL JOURNAL OF ROBOTICS & AUTOMATION, 2021, 36 (10):
  • [10] Mathematics and Geometry in the Nembro Reinforced Concrete Arch Bridge
    Cardaci, Alessio
    Versaci, Antonella
    Azzola, Pietro
    NEXUS NETWORK JOURNAL, 2023, 25 (SUPPL 1) : 351 - 358