Fundamental Study on Nonlinear Finite Element Method to Achieve High Accuracy
Fundamental Study on Nonlinear Finite Element Method to Achieve High Accuracy
批准号:
02650062
负责人:
WATANABE Osamu
金额:
$1.15万
依托单位:
依托单位国家:
日本
项目类别:
Grant-in-Aid for General Scientific Research (C)
财政年份:
1990
资助国家:
日本
项目状态:
已结题
起止时间:
1990 至 1992
中文摘要
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英文摘要
The finite element method is widely used in the structural analysis of engineering products for the reasonable design and developments. The present study is concerned with the constitutive equation and variational principles and their effects on numerical analysis in order to achieve high accuracy in the non-linear finite element analysis during three years from 1990 to 1992. Hypoelasticity, defined as the rate type constitutive equation, is used to describe plastic behaviors of metal alloys, on the other hand, hyperelasticity, defined as the potential type constitutive equation, is used for rubber materials. Hypoelasticity widely used with Jaumann stress derivative gives oscillation in stress-deformation curve if linear kinematic hardening law is adopted in simple shear problem. Hyperelasticity, based on Green-Lagrange strain measured from the undeformed configuration, cannot predict accurately the experimental fact that shear stress respond behind shear deformation in simple shear problem. For the analysis of hyperelasticity, the employed mixed variational principle does not include the initial stress term, which significantly affects bifurcation analysis. In order to overcome such shortcomings in constitutive equation and mixed variational principles, the following points are studied consecutively.(1) By using rotationless strain regarded as the generalized logarithmic strain, hyperelastic constitutive equation is proposed.(2) Theoretical aspects of hypoelasticity is studied from the viewpoint of corotational equation and non-coaxiality relating to intermediate configurations.(3) Constitutive equation for large plastic strain is formulated based on internal time theory and compared to the experiments.(4) Mixed variational principles taking account of the initial stress term and stability of solutions are studied theoretically.(5) Numerical analysis of hypo and hyperelasticity is carried out by using rotationless strain.
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木下 伸・渡部 修: "非回転ひずみを用いた超弾性体の有限要素解析(2次元平面ブロックのせん断変形)" 日本機械学論文集 A編. 58-556. 2328-2335 (1992)
Shin Kinoshita 和 Osamu Watanabe:“使用非旋转应变的超弹性体有限元分析(二维平面块的剪切变形)”日本机械工程师学会,第 A. 58-556 卷(1992 年)。
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郭 智宏,渡部 修: "亜弾性構成式と塑性硬化則が数値シミュレ-ションに及ぼす影響(2次元平面ブロックのせん断変形)" 日本機械学会論文集.
Tomohiro郭,OsamuWatanabe:“亚弹性本构方程和塑性硬化定律对数值模拟的影响(二维平面块的剪切变形)”日本机械工程学会会议录。
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渡部 修,原田 隆: "Green型構成式を用いた平面ブロックの弾性大変形シミュレ-ション" 日本機械学会論文集Vo.91ー0142.
Osamu Watanabe、Takashi Harada:“使用格林型本构方程模拟平面块的大弹性变形”日本机械工程师学会会议录,卷 91-0142。
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木下 伸,渡部 修: "非回転ひずみを用いた超弾性体の有限要素解析(2次元平面ブロックのせん断変形)" 日本機械学会論文集,A編. 58. 2328-2335 (1992)
Shin Kinoshita、Osamu Watanabe:“使用非旋转应变的超弹性体有限元分析(二维平面块的剪切变形)”日本机械工程师学会会刊,A 版 58. 2328-2335(1992 年)。
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Watanabe, O.: "Hyperelasticity Theory based on Rotationless Strain (Constitutive Equation for Incompressible Materials)" JSME International Journal, Series I. Vol.35, No.1. 53-61 (1992)
Watanabe, O.:“基于无旋转应变的超弹性理论(不可压缩材料的本构方程)” JSME 国际期刊,系列 I. 第 35 卷,第 1 期。
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