Investigation on dynamical interaction between a heavy vehicle and road pavement

被引:88
|
作者
Yang, Shaopu [1 ]
Li, Shaohua [1 ]
Lu, Yongjie [2 ]
机构
[1] Shijiazhuang Railway Inst, Sch Mech Engn, Shijiazhuang 050043, Hebei, Peoples R China
[2] Beijing Jiaotong Univ, Sch Mech Elect & Control Engn, Beijing 100044, Peoples R China
基金
中国国家自然科学基金;
关键词
heavy vehicle; pavement; coupled system; dynamics; viscoelastic foundation; double-layer rectangular thin plate; MOVING LOADS; SUSPENSION DESIGN; PERFORMANCE; FOUNDATION; DAMAGE;
D O I
10.1080/00423110903243166
中图分类号
TH [机械、仪表工业];
学科分类号
0802 ;
摘要
This paper presents a model for three-dimensional, heavy vehicle-pavement-foundation coupled system, which is modelled as a seven-DOF vehicle moving along a simply supported double-layer rectangular thin plate on a linear viscoelastic foundation. The vertical tyre force is described by a single point-contact model, while the pavement-foundation is modelled as a double-layer plate on a linear viscoelastic foundation. Using the Galerkin method and quick direct integral method, the dynamical behaviour of the vehicle-pavement-foundation coupled system is investigated numerically and compared with that of traditional vehicle system and pavement system. The effects of coupling action on vehicle body vertical acceleration, suspension deformations, tyre forces and pavement displacements are also obtained. The investigation shows that the coupling action could not be neglected even on a smooth road surface, such as highway. Thus, it is necessary to investigate the dynamics of vehicle and pavement simultaneously based on the vehicle-pavement-foundation coupled system.
引用
收藏
页码:923 / 944
页数:22
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