高分子材料分子运动单元的多重性使其力学响应同时表现出明显的弹性和黏性特征,即为黏弹性.
研究了黏弹性土中管桩沉桩后的固结问题。
The problem of the soil consolidation after tube-pile driving was studied.
在控制方程的推导中,对黏弹性本构关系采用物质导数。
The governing equation was derived from the viscoelastic constitution relation by using material derivative.
黏合材料的黏弹性和黏塑性将会导致传感器输出的滞后和漂移误差。
The viscoelasticity and viscoplasticity of bonding material will result in hysteresis and drift errors to sensor output.
应用推荐