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1)  shear stress
层间剪应力
1.
On the basis of investigation into problems in the rural road surface of Liaoning Province,we simulated the shear stress between surface layer and base layer by finite element method(FEM),changed the pavement structure parameters and traffic load conditions,and found out that overloading and frequency of speed-changes in long.
方法在对辽宁省低等级公路路面病害调查的基础上,运用有限元分析软件对基层和面层间的剪应力进行模拟计算,通过改变路面结构参数和行车荷载,得出了面层和基层层间剪应力变化的一般规律。
2)  interface shear stress
层间剪应力
1.
The 3D finite element method was used to study the critical stress position,the overlay tensile stress,interface shear stress and interface normal tensile stress.
采用有限元方法进行三维空间实体建模,分析了铺装层受力最不利位置、铺装层拉应力、层间剪应力和层间法向拉应力。
3)  Shear stress between layers
层间剪应力
1.
Effect of interlayer on shear stress between layers of PCC-AC composite pavement;
夹层对PCC-AC复合式路面层间剪应力的影响
4)  interlaminar shear stress
层间剪应力
1.
according to Poisson effect and deformation coordination mechanism of the cross-ply laminates under compression loads,the mean interlaminar shear stress mechanism is analyzed and shear stress analytic model constructed.
根据正交层合板在压缩载荷作用下的泊松效应和变形协调原理,分析了平均层间剪应力的产生机制,并建立了平均层间剪应力的解析模型。
5)  interlayer shear stress
层间剪应力
1.
In this paper,a three dimensional finite element method is employed to calculate interlayer shear stress.
采用有限元法,对基层和面层之间的剪应力进行系统的计算,分析了路面结构参数和行车荷载的影响,得出了基面层间剪应力变化的一般规律,并提出了一些防治措施。
6)  hoop interlaminar shearing stresses
环向层间剪应力
1.
Analysis results show that asymmetry plies increase the hoop interlaminar shearing stresses by 0.
表明铺层的不对称性会显著导致环向层间剪应力增大,增幅在0。
补充资料:剪应力差法
      见光弹性法。
  

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