粘弹性理论在对木质复合材料力学性能的研究中起着特殊重要的作用。
Viscoelasticity theory is of great importance in study on mechanic properties of wood composite material.
运用线性粘弹性理论研究了塑料在微通道成形中的蠕变和应力松弛现象，通过应力松弛实验验证了塑料的应力松弛行为。
This paper applies linear viscoelastic theory to study on the creep and relaxation phenomena and to verify the relaxation behavior through several stress relaxation experiments.
本文按线性粘弹性理论分析了圆形隧道及其围岩。
This paper gives an analytical investigation based on linear viscoelastic theories for the round tunnel and its surrounding rock masses.
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