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1.
从内时理论出发,基于考虑了温度和应变率影响的冻土内时流变本构方程,采用Matlab拟合法确定内时材料参数,对冻土在单轴和3轴应力条件下的应变进行了求解、分析与试验验证,并将理论结果与试验所得的应力-应变曲线进行了比较,理论曲线与试验曲线基本吻合. 与传统塑性理论的研究方法相比,内时理论的研究方法可以免去确定屈服面的困难. 基于所使用的内时本构模型,对冻土路基的冻结进行了数值分析,结果表明该理论具有很好的适用性.   相似文献   

2.
Extremal paths for endochronic constitutive equations without using a yield surface and the corresponding principle of minimum potential work were obtained in Part I of this article. In this paper, the extremal properties of endochronic constitutive equation with a yield surface and the corresponding method for deformation bound analysis are proposed. An example is presented that demonstrates that the application of endochronic constitutive models to simplified analysis is not significantly different from classical models due to the derived extremal properties. The adopted constitutive model involves both nonlinear isotropic and kinematic hardening, which may provide more accurate results in simplified and bounding analysis.  相似文献   

3.
应用Valanis提出的内时本构方程,研究了板料成形的拉伸失稳问题,推导出单向和双向拉伸应力状态下的内时本构方程,据此分析了分散性失稳和集中性失稳。该文推导出应用于拉伸失稳分析时内时理论的近似表达式,它对应于经典塑性理论解,同时给出了内时理论的完整迭代数值解。结果表明内时理论具有很好的适用性。  相似文献   

4.
含瓦斯煤的内时本构关系及其参数的实验研究   总被引:6,自引:0,他引:6  
根据含瓦斯煤的力学实验结果,采用内蕴时间塑性理论建立了含瓦斯煤的本构关系,给出了本构关系中材料参数的确定方法,并进行了实验验证。  相似文献   

5.
This paper is concerned with objective stress update algorithm for elasto-plastic and elasto-viscoplastic endochronic theory within the framework of additive plasticity. The elastic response is stated in terms of hypoelastic model and endochronic constitutive equations are stated in unrotated frame of reference. A trivially incrementally objective integration scheme for rate constitutive equations is established. Algorithmic modulus consistent with numerical integration algorithm of constitutive equations is extracted. The implementation is validated by means of a set of simple deformation paths (simple shear, extension and rotation), two benchmark test in nonlinear mechanics (the necking of a circular bar and expansion of a thick-walled cylinder), a test which demonstrates the capabilities of the proposed model in simulation of cyclic loading and ratcheting in finite strain case (cyclically loaded notched bar) and finally, the analysis of a tensile test, which presents a shear band with a finite thickness independent of the finite element mesh using endochronic viscoplastic constitutive model.  相似文献   

6.
The ordinary differential constitutive equations of endochronic theory are extended to simulate elasto-plastic deformation in the range of finite strain using the concept of corotational rate. Different corotational stress rates (Jaumann, Cotter-Rivlin, Truesdell, Dienes and Mandel) are incorporated into the theory. In addition, a new formulation of the plastic spin, which can be used in the Mandel stress rate, is derived. Theoretical simulations of the axial effects for various materials subjected to simple and pure torsional loading cases are discussed in this study. It is shown that the endochronic theory incorporated with the Mandel stress rate yields the most satisfactory result, as indicated from comparison with the experimental data found in literature.

Finally, theoretical investigation of the deformation subjected to finite proportional and non-proportional biaxial compression is presented. The true relationship between stress and strain can be converted to a nominal stress-strain relationship for biaxial loading through the explicit transformation equations derived in this paper. Experimental data tested by Khan and Wang [1990] (“An Experimental study of Large finite Plastic Deformation in Annealed 1100 Aluminum During Proportional and Non-proportional Biaxial Compression” Int. J. Plasticity, 6, 485) are suitably described by the theory demonstrated from a comparison with the theoretical prediction according to rigid-plastic and elastic-plastic models employed by Huang and Khan [1991]. “An Analysis of Finite Elastic-Plastic Deformation under Biaxial Compression”, Int. J. Plasticity, 7, 219).  相似文献   


7.
8.
内蕴时间理论用于NOPD结构响应计算的研究   总被引:1,自引:0,他引:1  
非阻塞性微颗粒阻尼(NOPD)技术是在传统颗粒阻尼和冲击阻尼技术基础上发展起来的一种复合阻尼新技术,具有良好的减振效果。研究利用内蕴时间理论推导了散粒体的增量型内时本构方程并通过罚单元解决了粉体与结构之间的连接问题,在此基础上对NOPD结构的响应进行了仿真计算和实验验证,结果表明,将内时理论应用于NOPD响应计算分析是可行的。为NOPD的工程应用提供了一种有效的分析方法。  相似文献   

9.
用内蕴时间理论进行粘土流变性研究   总被引:1,自引:0,他引:1  
利用内蕴时间理论对粘土的流变性进行了理论研究,提出了在假三轴条件下粘土的流变本构方程,并且利用粘土的流变试验对所得粘土流变本构方程进行了验证,结果表明用内蕴温度理论推导的粘土流变本构方程能准确地描述粘土的流变性。  相似文献   

10.
An analysis of the continuous symmetries of the constitutive laws of inelastic materials written within a thermodynamical framework of relaxation is performed. This framework relies on the generalization of Gibb’s relationship outside the equilibrium of a uniform system, and the use of the fluctuation theory to model the material dissipation due to its internal microstructure change [Cunat, C., 2001. The DNLR approach and relaxation phenomena. Part I – Historical account and DNLR formalism. Mech. Time-depend. Mater. 5, 39–65]. The approach leads to a viscoelastic like formulation for small deformations, and changes gradually for finite strains towards elastoviscoplasticity (with or without damage) via a dependence of characteristic times with the loading path, in a way similar to the endochronic approach developed by Valanis [Valanis, K.C., 1975. On the fundations of the endochronic theory of viscoplasticity. Arch. Mech. 27, 857–868]. The present thermodynamic framework has been previously applied to elastoviscoplastic materials under cyclic and non-proportional loadings [Dieng, L., Abdul-Latif, A., Haboussi, M., Cunat, C., 2005b. Cyclic plasticity modeling with the distribution of non-linear relaxations approach. Int. J. Plasticity 21, 353–379]. The constitutive laws split into the state laws relating intensive variables (thermodynamics forces) to extensive-like variables, and the complementary evolution laws of the internal variables associated to the dissipative mechanisms. An interpretation of a non-equilibrium thermodynamic approach of irreversible processes in terms of an extremum principle is proposed, associated to a Lagrangian functional. It is shown that one possible choice for the Lagrangian kernel is the material derivative of the internal energy density, augmented by a complementary term that accounts for the evolution laws of the internal variables. Interpreting the material behavior during the non-equilibrium evolution as the Euler–Lagrange equations of the resulting action integral, a differential condition expressing both the local and variational symmetries encapsulated into the Lagrangian formulation is formulated. It is further shown that both symmetry conditions are fully equivalent along the optimal path corresponding to the satisfaction of the constitutive laws. In terms of both practical and methodological aspects, the predictive nature of the symmetry analysis is highlighted, as a systematic tool for the exploitation of the constitutive response. Its performance and utility are exemplified by the construction of a time–temperature equivalence principle for a dry viscous polymer (PA66); the calculated shift factor is shown to well agree with the empirical shift factor given by Williams–Landel–Ferry (WLF) expression. A systematic interpretation of the calculated symmetry groups of the constitutive laws in terms of master curves for various plastic and viscoplastic materials shall be presented in a forthcoming contribution.  相似文献   

11.
非比例循环塑性和循环粘塑性本构描述的某些新进展   总被引:4,自引:1,他引:4  
高庆  杨显杰 《力学进展》1995,25(1):41-59
金属材料循环塑性本构方程和循环粘塑性本构方程是固体力学中近10多年来一个十分重要的领域。本文评述了金属材料非比例循环塑性界限面本构理论、内时理论和循环粘塑性本构理论及其某些进展,对某些模型中非比例度定义,材料在复杂应变幅值历史、非比例循环加载历史以及其它历史下的强化规则和流动规则进行了分析与评价,在此基础上对循环本构理论的发展趋势提出自己的看法。  相似文献   

12.
The purpose of this paper is to extend the applicability of the improved endochronic theory of plasticity to describing mechanical behavior of materials subjected to multi-axial loading. The simplest case of which, i.e., the axial-torsional loading, is considered. It has been shown that the theoretical results are in qualitative agreement with the experimental data found in the literature.  相似文献   

13.
混凝土率型内时损伤本构模型   总被引:1,自引:0,他引:1  
宋玉普  刘浩 《计算力学学报》2012,29(4):589-593,598
混凝土是一种典型的率敏感材料,为了更好地描述混凝土结构在动力、冲击荷载作用下的强度和变形特征,本文结合内时理论和损伤理论建立了一种考虑混凝土率效应的内时损伤本构模型。该模型的特点:将混凝土材料的受力软化效应分解为密实状态的塑性效应和由微裂缝扩展引起的刚度退化效应。前者由内时理论来描述,这使该模型摆脱了一般弹塑性模型中屈服面的概念,从而更符合混凝土的变形特性,并且简化了非线性计算过程;后者由损伤理论来描述,根据混凝土的动力试验结果建立了增量型的损伤演变方程,从而使该模型能够较好地反映混凝土的动力特性。最后,应用本文建议的模型对一钢筋混凝土简支梁进行了非线性分析,结果表明:当结构承受快速荷载作用时,应变率对结构的受力性能影响较大,在进行结构分析时必须予以考虑。  相似文献   

14.
Based on Illiushin's two hypotheses, a new plastic constitutive equation of integral type is proposed. The deviatoric stress induced by a strain path consists of two parts which vary according to different laws. Comparison of theoretical calculation with recent experiments is satisfactory. The present theory is not an endochronic theory.  相似文献   

15.
孙道远  温丹  施行觉 《实验力学》2004,19(3):292-300
针对岩石的非弹性特性,将内时理论引入到岩石特性的研究中来。首先对内时理论的方程作了简要推导和说明。将核函数作四阶的Prony展开,将积分方程用一组微分方程来代替,最后得出可以进行数值运算的内时方程。在MTS压机上进行了砂岩、花岗岩等不同岩石样品的多种循环加卸载实验,得到一系列应力—应变曲线。根据滞回曲线的拐点,用最小二乘拟合法来具体确定内时方程中的有关参数。将理论产生的各种滞回曲线与实验滞回曲线作比较,可以看出在滞回曲线和残余应变这二个岩石非弹性特性最明显的标志上,非常一致。说明在中等应变强度时,利用内时理论可以对岩石非弹性特性作很好的研究。与塑性理论比较,可以免去确定屈服面的困难。最后对岩石滞回特性的微观机制用P-M模型作了简要讨论和分析。  相似文献   

16.
It is shown in this paper that an extended form of Hills quadratic yield criterion for anisotropic sheet metal can be derived from an endochronic theory of plasticity. The extended form considers the combined isotropic–kinematic hardening and the anomalous behavior observed in the anisotropic plastic behavior of sheet metals can be accounted for by the concept of kinematic hardening.This form of anisotropic endochronic theory can accommodate the usual requirement of normality between the plastic strain rate and the yield function. In addition, the theory leads naturally to the expressions for back stresses. This work provides an additional example to show that the form of the intrinsic time is directly related to the form of the yield function.It is suggested that the coefficients of the quadratic yield function be determined from the yield stresses obtained from a set of tension tests.  相似文献   

17.
ENDOCHRONICANALYSISFORCOMPRESSIVEBUCKLINGOFTHIN-WALLEDCYLINDERSINYIELDREGIONPengXianghe(彭向和)ChenYuanqiang(陈元强)ZengXiangguo(曾祥...  相似文献   

18.
在Valanis的内时本构理论的框架中,引入内结构张量以反映由于非比例加载而引起金属材料的附加等向强化及异向强化效应,同时提出材料强化程度的度量采用沿路径法线方向的塑性应变分量来描述.这些考虑的有效性已经通过用所建模型对304不锈钢材料在一些典型非比例循环加载路径下的响应进行的理论预测得到了验证;将该模型应用于U71Mn材料室温单轴棘轮行为描述中,结果显示内结构张量的引入不仅能较好地反映应变控制下的非比例附加效应,而且也能较好地反映应力控制下塑性应变的累积及变化率.  相似文献   

19.
Based on unequidistant B-spline function, generalized spline subdomain displacement mode of rotational shell is obtained by taking double-direction interpolation of spline. The elastoplastic constitutive equation of shells is established by using the endochronic theory.According to the initial deflection theory of shells, the elastoplastic stress analysis of cylindrical shells with flat strip geometrical imperfection is studied. Numerical results show that the geometrical imperfection has a great effect on the stress distribution of shells.  相似文献   

20.
This work is concerned with formulation of constitutive relations for materials exhibiting the stress softening phenomenon (known as the Mullins effect) typical observed in elastomeric and other amorphous materials during loading–reloading cycles. It is assumed that microstructural changes in such materials during the deformation process can be represented by a single scalar-valued softening variable whose evolution is accompanied by microforces satisfying their own law of balance, besides the classical laws of mechanics underlying macroscopic deformation of a material. The constitutive equations are then derived in consistency with thermodynamics of irreversible processes with the restriction to purely mechanical theory. The general form of the derived constitutive equations is subsequently simplified through introduction of additional assumptions leading to various models of the stress softening phenomenon. As an illustration of the general theory, it is shown that the so-called pseudo-elastic model proposed in the literature may be derived without an ad hoc postulate of the variational principle.  相似文献   

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