Research on Calculation Method of Suspension Bridge Internal Force under Random Traffic Load

被引:1
|
作者
Wu, Pengfei [1 ]
Fang, Zhichun [2 ]
Wang, Xue [3 ]
Wang, Renyuan [4 ]
Xu, Qiang [5 ]
机构
[1] Dalian Univ Technol, State Key Lab Coastal & Offshore Engn, Dalian 116024, Peoples R China
[2] Tongling Univ, Inst Civil & Architectural Engn, Tongling 244000, Peoples R China
[3] Hebei Polytech Inst, Sch Civil Engn, Shijiazhuang 050091, Peoples R China
[4] Hebei Agr Univ, Sch Urban & Rural Construct, Baoding 071001, Peoples R China
[5] Shijiazhuang Railway Univ, State Key Lab Mech Behav & Syst Safety Traff Engn, Shijiazhuang 050043, Peoples R China
基金
美国国家科学基金会;
关键词
Nonlinear bridge; Traffic load; Force analysis method; Force expression; Random process; CONSTRUCTION PARAMETERS; DESIGN;
D O I
10.1007/s12205-023-2113-6
中图分类号
TU [建筑科学];
学科分类号
0813 ;
摘要
Suspension bridge is a flexible structure. The weight, location and number of traffic on the bridge will affect the geometric alignment of the bridge. Although the finite element software can analyze the geometric nonlinearity of the bridge, the calculation of random load combination in finite element software is huge. In this paper, based on the deformation coordination, static equilibrium and constitutive model of the bridge, the force expression considering the geometric nonlinearity of the bridge is derived. Finite element software is used to simulate the internal force of components of suspension bridge under train load and vehicle load. The accuracy is verified by comparing the finite element results. Considering the random number of traffics, the random location of traffics, and the random weight of traffics, this paper analyzes the stress state of bridge under the random process of train load and vehicle load respectively. The method in this paper can be well used to analyze the actual stress state of the bridge, and provide a theoretical basis for related calculations.
引用
收藏
页码:4823 / 4833
页数:11
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