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首页> 外文期刊>Mathematical Problems in Engineering >A Natural Generalization of Linear Isotropic Relations with Seth-Hill Strain Tensors to Transversely Isotropic Materials at Finite Strains
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A Natural Generalization of Linear Isotropic Relations with Seth-Hill Strain Tensors to Transversely Isotropic Materials at Finite Strains

机译:有限应变下具有Seth-Hill应变张量的线性各向同性关系的自然推广

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Hooke's law was naturally generalized to finite strains by Hill in 1978, by introducing the Seth-Hill strain and its conjugate stress. This paper presents the transversely isotropic relations, which are not only a natural extension of Hill's theory from isotropic materials to transversely isotropic materials, but also the natural generalization of the transversely isotropic Hooke's law from infinitesimal strains to moderate strains. This generalization introduces a class of transversely isotropic hyperelastic models, which are adopted to investigate the uniaxial stretch and the simple shear problems. Results show that the material responses for different constitutive equations are significantly different; the stiffening or softening behaviors of materials at moderate deformations can be described by the appropriate model with proper material parameters.
机译:通过引入Seth-Hill应变及其共轭应力,Hook在1978年将Hooke定律自然地推广到有限应变。本文提出了横观各向同性关系,这不仅是希尔理论从各向同性材料到横观各向同性材料的自然延伸,而且是横观各向同性胡克定律从无穷小应变到中应变的自然推广。这种概括引入了一类横观各向同性的超弹性模型,用于研究单轴拉伸和简单剪切问题。结果表明,不同本构方程的材料响应差异显着。可以通过具有适当材料参数的适当模型来描述材料在中等变形下的硬化或软化行为。

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  • 来源
    《Mathematical Problems in Engineering》 |2016年第8期|7473046.1-7473046.9|共9页
  • 作者

    Wang Zhi-Qiao; Wang Yu;

  • 作者单位

    China Univ Geosci, Sch Engn & Technol, Beijing 100083, Peoples R China|China Univ Geosci, Minist Land & Resources, Key Lab Deep Geodrilling Technol, Beijing 100083, Peoples R China;

    China Univ Geosci, Sch Engn & Technol, Beijing 100083, Peoples R China|China Univ Geosci, Minist Land & Resources, Key Lab Deep Geodrilling Technol, Beijing 100083, Peoples R China;

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