复数模量
- 网络complex modulus
复数模量-
基于应变等效假设，采用复数模量定义了两种损伤效应交互作用时的损伤变量。
Based on strain equivalence hypothesis , complex modulus was used to define the damage variable when two different damage interact .
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并且指出沥青路面出现高温破坏与剪切应力的大小有直接的关系。通过沥青混合料进行恒高度频率扫描试验（FSCH）试验发现随着频率的增加，混合料的复数剪切模量增大。
At the same time , it is pointed out that there is a direct relation between high-temperature failure and magnitude of the shear stress of the asphalt mixture .