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Constitutive models of a time dependent material at finite strain levels.

机译:时间相关材料在有限应变水平下的本构模型。

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In this work a constitutive model relating the time dependent material response in a polymeric material has been studied experimentally and analytically. Uniaxial tensile loading is assumed. The load levels involved result in finite strain levels and stress levels above the yield point. The constitutive model was selected and developed in order to predict nonlinear time dependent behavior of the material.; Since finite strain levels were involved, true stress and true strain were used to describe the stress-strain response of the material. A combination of Schapery's nonlinear viscoelastic model and Lai's nonlinear viscoplastic model was used to characterize time dependent behavior at finite strain levels. Since the applied stress was allowed to exceed the yield point, plastic behavior was added to the constitutive model after separating the irrecoverable strain into instantaneous plastic strain and viscoplastic strain. The material properties involved in Schapery's viscoelastic model and Lai's viscoplastic model were determined by conducting several creep/creep recovery tests at several stress levels including the stress levels above the yield point.; The validity of the constitutive model was evaluated by comparing predicted and measured response in the creep/creep recovery tests. Reasonable agreement between predicted and measured strains at stress levels as high as 95% of the ultimate strength was achieved. In addition, two-step loading tests were conducted. In some cases the second step in stress was lower than the first step in stress, whereas in other cases the second step in stress was higher than the first step in stress. As before, these tests involved finite strain levels, and reasonable agreement between predicted and measured response was achieved.
机译:在这项工作中,已经通过实验和分析方法研究了与聚合物材料中随时间变化的材料响应有关的本构模型。假定单轴拉伸载荷。所涉及的载荷水平导致有限的应变水平和高于屈服点的应力水平。选择并建立本构模型,以预测材料的非线性时间相关行为。由于涉及到有限的应变水平,因此使用真实应力和真实应变来描述材料的应力应变响应。将Schapery的非线性粘弹性模型和Lai的非线性粘塑性模型相结合来表征有限应变水平下随时间变化的行为。由于允许施加的应力超过屈服点,因此在将不可恢复的应变分为瞬时塑性应变和粘塑性应变后,将塑性行为添加到本构模型中。 Schapery的粘弹性模型和Lai的粘塑性模型所涉及的材料特性是通过在几种应力水平(包括高于屈服点的应力水平)下进行多次蠕变/蠕变恢复测试来确定的。通过比较蠕变/蠕变恢复测试中预测和测量的响应来评估本构模型的有效性。在高达95%极限强度的应力水平下,预测应变与测量应变之间达成了合理的一致性。另外,进行了两步加载测试。在某些情况下,应力的第二步低于应力的第一步,而在其他情况下,应力的第二步高于应力的第一步。和以前一样,这些测试涉及有限的应变水平,并且在预测响应和测量响应之间达成了合理的一致性。

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