1) Tension stress on the bottom of layer
层底弯拉应力
2) base layer tensile stress
基层底面弯拉应力
1.
reliability analysis procedure is developed for the flexible pavements design method based on base layer tensile stress criteria.
对以基层底面弯拉应力为控制指标的沥青路面设计方法进行了可靠性分析。
3) tensile stress(strain) for bottom of layers
层底最大弯拉应力(变)
4) the tensile strain at the bottom
层底弯拉应变
1.
The stress states of four pavement structures were calculated by three-dimension finite element method to analyze the influence of different structural combinations on the tensile strain at the bottom.
本文运用三维有限元程序对4种路面结构进行对比应力分析,分析了结构组合变化对层底弯拉应变的影响。
5) bottom layer tensil stress
层底拉应力
1.
According to current design specification and mathematical relationship between load and deflection、load and bottom layer tensil stress, The axle-load conversion coefficients of overload are obtained based on deflection and bottom layer tensil stress equivalent principles respectively.
(2)通过Bisar计算软件计算超载轴重下的路面结构内力响应,并以此说明超载轴重对路面结构的影响;以现行设计规范为基础,通过轴重—弯沉、轴重—层底拉应力的数学关系,得到本文中的超载轴重按弯沉等效与层底拉应力等效原则的轴载换算指数。
6) tension stress at base of asphalt layer
沥青层底拉应力
补充资料：长春冷弯型钢总厂生产的异形冷弯型钢
长春冷弯型钢总厂生产的异形冷弯型钢
长春冷弯型钢总厂生产的异形冷弯型钢
说明：补充资料仅用于学习参考，请勿用于其它任何用途。
参考词条