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非均布水平及竖向力下沥青路面力学响应分析 被引量:17

Stress Response Analysis of Asphalt Pavement Under Non-uniform Distributed Vertical and Horizontal Contact Stress
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摘要 轮胎与路面的接地形状呈较明显的矩形,且随着轮胎负荷及胎压的不同,对路面的竖向作用力发生不规则变化,为非均匀分布;当车辆制(启)动时,产生的水平力也应是非均匀分布的.采用三维有限元分析方法,分析了柔性基层和半刚性基层路面结构,在不同的车型荷载及其不同荷载分布情形下力学响应的差异. The contact shape between tire and road surface issimilar to a rectangle,and the vertical contact stress is changed irregularly and takes on non-uniformly distributed with the different tire load and pressure.On the other hand,when the vehices are broken,the horizontal contact stress must be non-uniformly distributed too. A three dimensional finite element model is used to analyze the difference of the mechanics responseunder different vehices and different level loads in asphalt pavement of simi-rigid base layer and flexible base layer.
出处 《华中科技大学学报(城市科学版)》 CAS 2004年第1期20-24,共5页 Journal of Huazhong University of Science and Technology
关键词 沥青路面 应力响应 非均匀分布 水平力 竖向力 三维有限元 asphalt pavement mechanics response non-uniformly distributed horizontal contact stress verticalcontact stress 3D finite element method
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参考文献10

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