摘要
鉴于 Jaumann 率型本构关系难以得到应力应变全量之间的严格解析形式,采用有限元法研究了一维大变形过程中Kirchhoff 应力和 Green 应变之间的变化规律。首先,基于虚功原理推导了完全拉格朗日描述的大变形有限元方程,然后提出了模拟大变形本构关系的双曲线模型和割线模量处理方法。算例分析结果表明,双曲线模型能够较好地拟合大变形本构关系。大变形计算本构关系应当考虑初始孔隙比的影响。
The exact analytical solution to the constitutive relation of Jaumann rate-type has not yet been found in the magnitudes of stress and strain.The variation of Kirchhoff stress with Green strain for one-dimensional large strain problems was studied using finite-element method.Based on the principle of virtual work,the large strain FEM was formulated in terms of total Lagrangian description.A new hyperbolic model for simulating the large strain constitutive relations was put forward along with the rearrangement method of secant modulus.The results of numerical simulation show that the presented hyperbolic model can fit the large strain constitutive relation nicely.The initial void ratio has considerable influence on the computational large strain constitutive relations.
出处
《岩土力学》
EI
CAS
CSCD
北大核心
2006年第S1期35-39,共5页
Rock and Soil Mechanics
关键词
Jaumann率型本构方程
大应变有限元法
双曲线模型
割线模量法
constitutive equations of Jaumann rate-type
large strain finite-element method
hyperbolic model
rearrangement method of secant modulus