• 证明简化非线性粘弹性本构关系聚合物一类材料适用性

    The practicability of simplified nonlinear viscoelastic constitutive relations for a class of materials as polymers is verified.

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  • 研究轴向周期载荷作用下非线性粘弹性横向混沌运动

    The transverse chaotic motion problem of a nonlinear viscoelastic rigid basic pile subjected to an axial periodic force is investigated.

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  • 该文研究了非线性弹性土层粘弹性悬浮侧向振动动力刚度

    Dynamic stiffness for lateral vibration of a viscoelastic floating pile in a nonlinear viscoelastic soil layer is investigated.

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  • 研究轴向周期载荷作用下非线性粘弹性嵌岩纵向振动混沌运动

    The chaotic motion problem for the Longitudinal vibration of a nonlinear viscoelastic pile subjected to an axial periodic force is investigated.

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  • 结果表明即使应变率下密质具有非线性粘弹性材料的特性。

    The results showed that human cortical bone behaved as a non linear viscoelastic material even at high strain rate.

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  • 主要结果两个用于求解一类物理非线性粘弹性问题弹性回复对应原理

    The main results of this theory are two elasticity recovery correspondence principles, which are used for solving a class of physically nonlinear viscoelastic problems.

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  • 气管软骨应力松弛曲线是以对数关系变化,气管软骨非线性粘弹性材料

    The tracheal cartilage stress relaxation curve is changed by the logarithm relations, the tracheal cartilage is the non-linear viscoelastic material.

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  • 研究了在给定顶轴向动位移条件下非线性粘弹性纵向振动混沌运动

    The vertical chaotic motion of the nonlinear viscoelastic pile embedded in rock with a vertical displacement, is investigated.

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  • 尽管实验限制变形范围之内,高分子材料表现出明显非线性弹性性能。

    Although the experiments are restricted to small strain, it still reveals significant nonlinear viscoelastic behavior for polymer materials.

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  • 研究轴向载荷周期性横向载荷共同作用下非线性弹性嵌岩混沌运动情况。

    The chaotic motion of a nonlinear viscoelastic rigid basic pile subjected to an axial force and a periodic horizontal force was investigated.

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  • 利用只要知道相应非线性弹性问题,就可以求出非线性粘弹性问题的解答。

    By means of which, the solution of a nonlinear viscoelastic problem can be obtained if the solution of the corresponding nonlinear elastic problem is known.

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  • 采用毛细管流变仪等仪器研究了一类聚乙烯熔体的挤出畸变熔体非线性粘弹性关系

    The relationship between the melt fracture and the non-linear viscoelasticity for PE-HD, POE, and PE-LLD was studied using a capillary rheometer.

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  • 得到非线性粘弹性材料特别是改性聚丙稀裂纹尖端应力应变和位移解答

    The solution of the crack-tip stress, strain fields for the power law type nonlinear viscoelastic materials, especially for the modified polypropylene, is obtained.

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  • 首先找到非线性粘弹性非线性弹性本构关系之间对应然后导出两个弹性回复对应原理

    The correspondence between the nonlinear viscoelastic and the nonlinear elastic constitutive relations is found first, and then two elasticity recovery correspondence principles are deduced.

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  • 利用施工期现场监测资料,应用非线性粘弹性有限元仿真分析茅坪溪土石坝进行安全复核。

    The safety of the Maopingxi rockfill dam was checked by monitoring data in the stage of construction. The nonlinear visco-elasto FEM analysis on the dam was carried out.

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  • 本文非线性弹性物质的多重积分型本方程出发,引入塑性应变推导弹塑性物质微分型本构方程。

    Introducing the plastic strain the differential constitutive equation for viscoelastic and plastic materials is deduced from multi-integral constitutive equation for nonlinear viscoelastic materials.

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  • 本文根据非线性粘弹性力学原理论述了沥青迁移的物理力学本质,并探讨了影响因素及减轻沥青迁移的材料学方法

    This asphalt migration phenomenon from a non-liner viscoelastic mechanics is explained and its affecting factors and technical methods retarding such a migration are discussed.

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  • 另外主要编制了飞机风挡材料采用具有应变效应非线性粘弹性-王-唐本模型,结果能好地对朱-王-唐模型进行描述特别是应变率对模型的影响。

    Nonlinear viscoelastic's ZWT constitutive model which used in aircraft windshield and has a strain rate dependence is written, and ZWT is described point-device, especially, effect in stain rate.

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  • 考虑具有介质阻尼及非线性粘弹性本构关系梁方程,证明了它的有界吸收有限维惯性流形存在性,由此得到在一定的条件下所给偏微分方程等价于一常微分方程组的初值问题。

    The equations of nonlinear viscouselastic beam are considered, The existence of absorbing set and inertial manifolds for the system are obtained, and from which we get that the P D E.

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  • 考虑具有介质阻尼及非线性粘弹性本构关系梁方程,证明了它的有界吸收有限维惯性流形存在性,由此得到在一定的条件下所给偏微分方程等价于一常微分方程组的初值问题。

    The equations of nonlinear viscouselastic beam are considered, The existence of absorbing set and inertial manifolds for the system are obtained, and from which we get that the P D E.

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