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Finite Element Analysis of Anti-reflective Crack for Geosynthetic in Asphalt Overlay of Airport Runway

机译:机场跑道沥青覆盖层土工合成材料抗反射裂缝的有限元分析

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To make clear the work mechanism of geosynthetic in asphalt overlay under the aircraft wheel loads,one 3D dimension finite element model was constructed on the basis of the general purpose finite element software ABAQUS.Numerical calculation results with different geosynthetic modulus are presented in this paper,and show that it is very limited for geosynthetic to reduce bottom stress and surface deformation of asphalt overlay,and asphalt overlay bottom is in compression state,thus,geosynthetic can not exert it's film tension function,namely the main role ofgeosynthetic is not to bear loads together with asphalt overlay,but to improve stress state of asphalt overlay for preventing cracks appearance or delaying cracks expansion.
机译:为了弄清飞机载荷作用下沥青覆盖层中土工合成材料的工作机理,在通用有限元软件ABAQUS的基础上,建立了三维三维有限元模型。本文给出了不同土工合成模量的数值计算结果,并表明土工合成材料降低沥青覆盖层的底部应力和表面变形是非常有限的,并且沥青覆盖层底部处于压缩状态,因此,土工合成材料不能发挥其膜张功能,即土工合成材料的主要作用是不承担荷载与沥青覆盖层一起使用,但可改善沥青覆盖层的应力状态,以防止出现裂纹或延迟裂纹扩展。

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