模型复合材料弹塑性界面应力分析

由纤维增强弹塑性基体所产生的界面具有弹塑性力学行为。考虑到一般材料的塑性变形都遵循幂硬化规律,对模型复合材料的界面进行弹性和应变硬化状态下的变形规律及其应力分析。以纤维拔出试验为研究模型,将界面分成弹性区和塑性区。利用界面应力剪滞理论,分别建立弹性区和塑性区的界面力学基本方程。选择适当的位移函数满足基本方程及埋入纤维的边界条件,再按位移函数求出弹性区和塑性区的界面剪应力。推导出平均界面剪应力与纤维     

纤维增强橡胶复合材料界面力学性能有限元分析

基于剪滞理论,引入双线性内聚力模型研究了纤维与基体界面应力传递机理．采用ABAQUS模拟了非理想界面在单纤维拔出过程中的脱粘失效,分析了不同脱粘阶段界面剪应力分布情况,以及界面刚度和纤维长径比对界面应力传递和拔出载荷的影响规律．结果表明,在纤维受载失效过程中,纤维的拔出过程可分为4个阶段,即界面的完全粘结、损伤演化、逐渐脱粘、完全脱粘．界面的刚度和纤维长径比对界面应力传递与最大拔出力均有一定的影响．界面刚度、纤维长径比主要影响纤维的最大拔出载荷以及界面脱粘失效位移．     

硬化系数对界面端弹塑性奇异应力场的影响

本文利用弹塑性边界元分析方法,对具有不同硬化系数的线性硬化结合材料界面端进行了计算,分析结果表明,当硬化系数较大时,界面附近的弹塑怀应力与将弹塑性本构关系简化为线性后得到的理论结果相接近,而当硬化系数相对较少时,理论分析的奇异应力场的主控区变得非常小,在屈服域的绝大部分区间,应力奇异性与理论解有较大区别,本文的结果还表明,硬化系数越小,过渡区（弹塑性厅异应力场支配区到屈服边界）越大,屈服区域应力分布变得平坦,在小规模屈服条件异次数一致）,即可用弹性厅异应力场来近似地描述小规模屈服时的弹塑性界面端,但应力强度系数则比弹性时略大,且随硬化系数的减小而增大。     

单纤维压出实验模型的力学分析

单纤维压出实验是一种细观实验方法,用于测量复合材料的界面强度。本文采用子域法处理多域问题,利用轴对称边界元程序,对单纤维压出实验模型的应力传递进行了分析,并与常用的剪切滞后理论的分析结果进行了比较,发现在大部分纤维埋置区域,两种分析吻合很好,在纤维与基体的界面端部,边界元的分析结果显示界面应力在该区域有奇异现象,而剪滞理论则无法反映应力奇异现象。应力奇异现象的存在使得我们对该实验的界面强度判据需要     

单纤维段裂试验评述

单纤维段裂试验作为复合材料界面剪切强度的一种测试方法被沿用至今.但是, 这 种方法的可信度已受到一些研究者的质疑.为了明确单纤维段裂试验的问题, 本文首先对试验技术、 试验结果分析等方面作了概述, 并指出: 纤维段裂的饱和状态是单纤维段裂试验的终点标志, 以及临界长度是由试验得到的唯一数据, 而这二点是这种试验方法独具的特点, 同时也是这 种试验方法难以克服的缺陷. 在单纤维段裂试验中, 按照纤维段界面端处的局部损伤模式, 有3种界面端应力奇异性分析 的问题需要予以考虑: (1)纤维断裂, 基体没有开裂, 和界面没有脱粘; (2)纤维断裂, 基体开裂, 但界面没有脱粘; (3)纤维断裂, 界面脱粘, 基体已开裂或基体未开裂.在单纤维 段裂试验的界面端应力奇异性分析的基础上, 本文对单纤维段裂试验的可靠性进行了研究. 结论是: 任何纤维和基体组成的复合材料的单纤维段裂试验都存在界面端应力奇异性, 这就 排除了用单纤维段裂试验测定界面剪切强度的可能性.     

考虑界面行为的SMA纤维复合材料模型

构造了一个考虑部分界面开脱情况下SMA长纤维复合材料的双圆柱模型.在理想界面区域SMA纤维所受的轴力恒定,而在开脱区域则考虑为受线性变化轴力.计算结果表明,开脱区长度及临界界面剪应力只对SMA纤维的相变区有很明显的影响,而对母相及马氏体相的弹性变形区没有影响.这对进一步研究SMA纤维增强复合材料的性能提供理论帮助.     

弹塑性双材料界面裂纹尖端场的渐近分析和位移匹配

本文对两种硬化指数的弹塑性材料界面裂纹尖端场进行了分析。通过对渐近场的计算，讨论了尖端场位移匹配问题和一阶静水压力场的存在，使应力解更加完备。     

风沙粒子冲击钢结构涂层力学行为的理论与有限元分析

利用接触力学理论和三维有限元分析了钢结构受到风沙粒子冲击后其涂层表面接触区应力、涂层内部应力、涂层与基体界面上应力的分布规律。分析结果表明:涂层表面径向应力在接触中心出现最大压应力,在接触区边缘出现最大拉应力,且在接触区边缘易发生环状撕裂破坏;在涂层内部,涂层对Z向应力的承受力较好;涂层内部剪应力的最大值出现在碰撞接触点的左下方和右下方,这两个位置易受到剪切破坏,在接触点和剪应力最大值之间的剪应力变化速度较大;涂层与基体界面上r/h为0~0.4时,Z向应力变化较小;在r/h为0.4~1时,Z向应力剧烈减小;r/h1时,Z向应力基本保持不变;涂层与基体界面上剪应力最大值出现在冲击点附近,且冲击点附近剪应力变化较大,易引起剪切撕裂破坏。     

纤维／基体界面裂纹扩展断裂能

本文通过研究纤维／基体界面裂纹断裂能，分析了几种界面脱粘断裂功的理论表达式；着重研究了单纤维拔出试验中界面残余压应力及界面摩擦对界面裂纹能量释放率的重要性．     

幂硬化弹塑性-刚性界面Ⅲ型定常扩展裂纹尖端的渐近场

对幂硬化弹塑性材料－刚性材料界面上裂纹以定常方式扩展的Ⅲ型问题进行弹塑性渐近分析，给出裂纹尖端的应力，应变和位移场解。通过数值计算，考察了不同Mach数以及裂纹尖端混合参数对场解的构造以及应力，应变分布的影响，为给出合理的断裂准则提供理论依据。     

Fiber push-out study of a copper matrix composite with an engineered interface: Experiments and cohesive element simulation

The fiber push-out test is a basic method to probe the mechanical properties of the fiber/matrix interface of fiber-reinforced metal matrix composites. In order to estimate the interfacial properties, parameters should be calibrated using the measured load–displacement data and theoretical models. In the case of a soft matrix composite, the possible plastic yield of the matrix has to be considered for the calibration. Since the conventional shear lag models are based on elastic behavior, a detailed assessment of the plastic effect is needed for accurate calibration. In this paper, experimental and simulation studies are presented regarding the effect of matrix plasticity on the push-out behavior of a copper matrix composite with strong interface bonding. Microscopic images exhibited significant local plastic deformation near the fibers leading to salient nonlinear response in the global load–displacement curve. For comparison, uncoated interface with no chemical bonding was also examined where the nonlinearity was not observed. A progressive FEM simulation was conducted for a complete push-out process using the cohesive zone model and inverse fitting. Excellent coincidence was achieved with the measured push-out curve. The predicted results confirmed the experimental observations.     

Constitutive relations for isotropic or kinematic hardening at finite elastic–plastic deformations

The rate-type constitutive relations of rate-independent metals with isotropic or kinematic hardening at finite elastic–plastic deformations were presented through a phenomenological approach. This approach includes the decomposition of finite deformation into elastic and plastic parts, which is different from both the elastic–plastic additive decomposition of deformation rate and Lee’s elastic–plastic multiplicative decomposition of deformation gradient. The objectivity of the constitutive relations was dealt with in integrating the constitutive equations. A new objective derivative of back stress was proposed for kinematic hardening. In addition, the loading criteria were discussed. Finally, the stress for simple shear elastic–plastic deformation was worked out.     

基体的真实应力理论

连续介质力学中,各向同性材料的力学理论已基本成熟,即,对任何一个各向同性材料的力学问题,人们几乎总能从现有理论中找到有效解决方案,但对各向异性材料暨复合材料而言,只有线弹性理论才基本成熟,复合材料的塑性变形、破坏和强度等问题,都还缺少成熟分析方法。根本原因是,现有理论只能得到纤维和基体中的均值应力,复合材料的塑性、破坏和强度分析,都必须基于基体的真实应力。本文对作者创建和发展的基体真实应力理论进行了综述介绍,并简要指出了真实应力理论在复合材料破坏和强度分析中所起的作用。     

The crack tip zone shielding effect for ductile particle reinforced brittle materials

The crack tip zone shielding effect for the ductile particle reinforced brittle materials is analyzed by using a micromechanics constitutive theory. The theory is developed here to determine the elastoplastic constitutive behavior of the composite. The elastoplastic particles, with isotropic or kinematical hardening, are uniformly dispersed in the brittle elastic matrix. The method proposed is based on the Mori-Tanaka's concept of average stress in the composite. The macroscopic yielding condition and the incremental stress strain relation of the composite during plastic deformation are explicity given in terms of the macroscopioc applied stress and the microstructural parameters of the composite such as the volume fraction and yield stress of ductile particles, elastic constants of the two phases, etc. Finally, the contribution of the plastic deformation in the particles near a crack tip to the toughening of the composite is evaluated. The project supported by National Natural Science Foundation of China     

Failure surface of epoxy-modified fiber-reinforced composites under transverse tension and out-of-plane shear

The mechanical behavior of uniaxially fiber-reinforced composites with a ductile rubber-toughened epoxy matrix was studied through the finite element analysis of a RVE of the composite microstructure. The fibers were represented by elastic and isotropic solids, while the rubber-modified epoxy matrix behaved as a elasto-viscoplastic solid. The matrix flow stress followed the model developed by Jeong [Jeong, H.-Y., 2002. A new yield function and a hydrostatic stress-controlled void nucleation model for porous solids with pressure-sensitive matrices. International Journal of Solids and Structures 39, 1385–1403.], which included the inherent pressure-sensitivity of the yield stress in the epoxy matrix, the damage due to the cavitation of the rubber particles and subsequent void growth, and the particular features of elastic–viscoplastic behavior in glassy polymers, particularly the intrinsic softening upon yield followed by hardening. Composites with either perfect or weak fiber/matrix interfaces (the latter introduced through cohesive elements) were studied to assess the influence of interface strength on the composite behavior. Simulations under transverse tension and out-of-plane shear were carried out to establish the effect of loading conditions on the dominant deformation and failure micromechanisms. In addition, the corresponding failure locus was obtained and compared with the predictions of current phenomenological failure criteria for composites. The range of validity of these criteria and the areas for further improvement were established by comparison with the numerical results.     

A mathematical basis for strain-gradient plasticity theory. Part II: Tensorial plastic multiplier

A phenomenological, flow theory version of gradient plasticity for isotropic and anisotropic solids is constructed along the lines of Gudmundson [Gudmundson, P., 2004. A unified treatment of strain-gradient plasticity. J. Mech. Phys. Solids 52, 1379-1406]. Both energetic and dissipative stresses are considered in order to develop a kinematic hardening theory, which in the absence of gradient terms reduces to conventional J₂ flow theory with kinematic hardening. The dissipative stress measures, work-conjugate to plastic strain and its gradient, satisfy a yield condition with associated plastic flow. The theory includes interfacial terms: elastic energy is stored and plastic work is dissipated at internal interfaces, and a yield surface is postulated for the work-conjugate stress quantities at the interface. Uniqueness and extremum principles are constructed for the solution of boundary value problems, for both the rate-dependent and the rate-independent cases. In the absence of strain gradient and interface effects, the minimum principles reduce to the classical extremum principles for a kinematically hardening elasto-plastic solid. A rigid-hardening version of the theory is also stated and the resulting theory gives rise to an extension to the classical limit load theorems. This has particular appeal as previous trial fields for limit load analysis can be used to generate immediately size-dependent bounds on limit loads.     

Ordinary state-based peridynamics for plastic deformation according to von Mises yield criteria with isotropic hardening

This study presents the ordinary state-based peridynamic constitutive relations for plastic deformation based on von Mises yield criteria with isotropic hardening. The peridynamic force density–stretch relations concerning elastic deformation are augmented with increments of force density and stretch for plastic deformation. The expressions for the yield function and the rule of incremental plastic stretch are derived in terms of the horizon, force density, shear modulus, and hardening parameter of the material. The yield surface is constructed based on the relationship between the effective stress and equivalent plastic stretch. The validity of peridynamic predictions is established by considering benchmark solutions concerning a plate under tension, a plate with a hole and a crack also under tension.