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轮胎作用下钢-混组合梁桥面铺装动态响应 被引量:2
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作者 严战友 崔向阳 +1 位作者 陈恩利 王奇志 《振动.测试与诊断》 EI CSCD 北大核心 2021年第2期260-266,409,共8页
钢-混组合连续梁桥面铺装层受力十分复杂,桥面铺装层早期破坏与其车辆荷载的动态响应密切相关。建立了实体橡胶轮胎和三跨钢-混组合连续梁模型,轮胎采用Yeoh模型,桥面铺装材料(沥青混合料)采用广义Maxwell模型,将整车后轴悬架动态力施... 钢-混组合连续梁桥面铺装层受力十分复杂,桥面铺装层早期破坏与其车辆荷载的动态响应密切相关。建立了实体橡胶轮胎和三跨钢-混组合连续梁模型,轮胎采用Yeoh模型,桥面铺装材料(沥青混合料)采用广义Maxwell模型,将整车后轴悬架动态力施加于橡胶轮胎,求解桥面各铺装层垂向挠度、垂向应力、纵向应力、横向应力及位移谱,并且与移动荷载进行比较。结果表明:三跨钢-混组合梁的每跨垂向挠度比移动荷载大21.3%,4.7%,8%,纵梁垂向挠度比桥面铺装层小8.9%;上面层与水泥混凝土层应力变化趋势相似,下面层应力比较复杂;上面层位移响应频率集中于0~6 Hz范围。文中数据对桥面铺装层结构优化具有较大指导意义。 展开更多
关键词 橡胶轮胎模型 钢-混组合连续梁模型 桥面铺装层 广义Maxwell模型 响应
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A mechanical system to predict wet grip potential of pavements
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作者 陈先华 B.Steinauer A.Ueckermann 《Journal of Central South University》 SCIE EI CAS 2011年第5期1750-1756,共7页
A precise friction model is essential for the prediction of tyre wet grip performance and optimization of pavement surface texture design.A mechanical system for predicting the wet grip potential of asphalt pavement w... A precise friction model is essential for the prediction of tyre wet grip performance and optimization of pavement surface texture design.A mechanical system for predicting the wet grip potential of asphalt pavement was systematically presented using an extended rubber material model by a time step integration scheme.This analytical approach was transferred to a 2D numerical multi-body system consisting of interconnected masses,coupling spring and elementary rubber element of a generalized Maxwell model of rubber tyre tread.The system consists of two basic modules with the same program structure and algorithm,considering the frequency-,temperature-,and strain-dependency behaviors of the complex dynamic modulus of rubber element.The dependence of penetration depth and friction coefficient on the velocity was simulated and validated.It can be concluded that this system can be used for predicting the wet grip potential of asphalt pavements. 展开更多
关键词 wet grip rubber tyre rim penetration depth friction coefficient dynamic model
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