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
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