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Structural health rating (SHR)-oriented 3D multi-scale finite element modeling and analysis of Stonecutters bridge

机译:面向结构健康等级(SHR)的昂船洲大桥3D多尺度有限元建模与分析

摘要

The Stonecutters Bridge (SCB) in Hong Kong is the third-longest cable-stayed bridge in the world with a main span stretching 1,018 m between two 298 m high single-leg tapering composite towers. A Wind and Structural Health Monitoring System (WASHMS) is being implemented on SCB by the Highways Department of The Hong Kong SAR Government, and the SCB-WASHMS is composed of more than 1,300 sensors in 15 types. In order to establish a linkage between structural health monitoring and maintenance management, a Structural Health Rating System (SHRS) with relevant rating tools and indices is devised. On the basis of a 3D space frame finite element model (FEM) of SCB and model updating, this paper presents the development of an SHR-oriented 3D multi-scale FEM for the purpose of load-resistance analysis and damage evaluation in structural element level, including modeling, refinement and validation of the multi-scale FEM. The refined 3D structural segments at deck and towers are established in critical segment positions corresponding to maximum cable forces. The components in the critical segment region are modeled as a full 3D FEM and fitted into the 3D space frame FEM. The boundary conditions between beam and shell elements are performed conforming to equivalent stiffness, effective mass and compatibility of deformation. The 3D multi-scale FEM is verified by the in-situ measured dynamic characteristics and static response. A good agreement between the FEM and measurement results indicates that the 3D multi-scale FEM is precise and efficient for WASHMS and SHRS of SCB. In addition, stress distribution and concentration of the critical segments in the 3D multi-scale FEM under temperature loads, static wind loads and equivalent seismic loads are investigated. Stress concentration elements under equivalent seismic loads exist in the anchor zone in steel/concrete beam and the anchor plate edge in steel anchor box of the towers.
机译:香港的昂船洲大桥(SCB)是世界上第三长的斜拉桥,其主跨在两座298 m高的单腿锥形复合塔之间延伸1,018 m。香港特别行政区政府路政署正在渣打银行实施风能和结构健康监测系统(WASHMS),SCB-WASHMS由15种类型的1300多个传感器组成。为了在结构健康监测和维护管理之间建立联系,设计了具有相关评估工具和指标的结构健康评估系统(SHRS)。基于SCB的3D空间框架有限元模型(FEM)和模型更新,本​​文提出了面向SHR的3D多尺度FEM的开发,其目的是在结构元素级别进行抗力分析和损伤评估,包括多尺度FEM的建模,完善和验证。在甲板和塔架上的精制3D结构段建立在与最大电缆力相对应的关键段位置。关键段区域中的组件被建模为完整的3D FEM,并被装配到3D空间框架FEM中。梁和壳单元之间的边界条件要符合等效的刚度,有效质量和变形的兼容性。通过现场测量的动态特性和静态响应来验证3D多尺度FEM。有限元与测量结果之间的良好一致性表明3D多尺度有限元对于SCB的WASHMS和SHRS是精确而有效的。此外,还研究了在温度载荷,静态风载荷和等效地震载荷下3D多尺度FEM中关键段的应力分布和集中情况。在钢/混凝土梁的锚固区和塔的钢锚固盒的锚固板边缘中,存在等效地震荷载下的应力集中单元。

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