摘要
采用美国环氧沥青、日本环氧沥青两种钢桥面铺装材料在不同厚度下分析铺装层受力变形规律。推导出铺装层最大拉应力、剪应力与弹性模量、铺装层厚度的数学模型。结果表明:铺装层最大拉应力、剪应力同铺装层弹性模量均可用多项式4次方程拟合,铺装层表面横向最大拉应力随着铺装层厚度的增加而减小,横向最大层间剪应力不随铺装层厚度增加而减小,而是在铺装层厚度处在40～50 mm之间有一个峰值,而后随厚度的增加而逐渐减小。
This epoxy asphalt used by the U.S.,Japan Epoxy Asphalt two steel bridge deck pavement materials at different thickness analysis of pavement deformation force.Pavement derived the maximum tensile stress,shear stress and elastic modulus,pavement thickness of mathematical models.The results showed that： Pavement maximum tensile stress,shear stress,pavement elastic modulus with available four times a polynomial equation fitted,pavement surface transverse maximum stress increases as the pavement thickness decreases,horizontal maximum shear stress between layers does not increase with the pavement thickness decreases,but the thickness of the pavement at 40~50 mm have a peak,then gradually increases with the thickness decreases.
出处
《公路工程》
北大核心
2012年第1期37-39,48,共4页
Highway Engineering
基金
广东省交通运输厅科技攻关项目(GCKY-1-23)
关键词
钢桥面
铺装层弹性模量
铺装层厚度
受力影响
Steel bridge deck
Pavement layer modulus
Pavement layer thickness
Impact force
