复合型脆断的周向应力应变乘积判据

本文提出一个新的复合型脆断判据,即周向应力应变乘积判据,该判据与实验数据非常一致.     

复合型脆断的应变能判据

本文提出一个十分简单的复合型脆断判据,即应变能判据。该判据可以表示成:(K_Ⅰ/K_Ⅰc)2+(K_Ⅱ/K_ⅡC)2+(K_Ⅲ/K_ⅢC)2=1,它与文献中的实验数据非常一致,是一个实用的判据。本文还提出一个经验判据:(K_Ⅰ/K_Ⅰc)m+(K_Ⅱ/K_ⅡC)n=1,1≤≤2。     

滑开型断裂的复合型脆断判据

众所周知,现有的复合型脆断判据都是张开型断裂判据.我们认为亦存在着滑开型断裂的复合型脆断,从而提出三个滑开型断裂的复合型脆断判据:径向剪应力判据、最大剪应力判据及歪形应变能密度判据.这样,我们就能全面解释带裂纹的构件的脆断现象.     

基于应变的Ⅰ/Ⅱ/Ⅲ复合型断裂准则

将已有的适用于平面断裂的最大周向应变（MTSN）准则,推广到适用于空间三维断裂的断裂准则.并具体讨论了Poisson(泊松)比对复合型断裂的面内断裂角与面外断裂角及断裂包络图的影响.Ⅰ/Ⅲ复合型断裂时,面外断裂角与Poisson比无关.Ⅱ/Ⅲ及Ⅰ/Ⅱ/Ⅲ复合型断裂条件下,面内断裂角随着Poisson比的增大而减小,面外断裂角随着Poisson比的增大而增大.在复合型断裂条件下,包络图均随着Poisson比增大而减小.且Poisson比对断裂包络图的影响大于面内断裂角,对面外断裂角影响最小.将本准则理论预测值与多组实验数据进行对比,预测值与实验值吻合较好,可知推广的MTSN准则能够较好地预测三维断裂.     

平面应变和反平面应变复合型裂纹尖端的理想塑性应力场

在裂纹尖端的理想塑性应力分量都只是θ的函数的条件下.利用平衡方程.应力应变率关系、相容方程和屈服条件,本文导出了平面应变和反平面应变复合型裂纹尖端的理想塑性应力场的一般解析表达式.将这些一般解析表达式用于复合型裂纹.我们就可以得到Ⅰ-Ⅲ、Ⅱ-Ⅲ及Ⅰ-Ⅱ-Ⅲ复合型裂纹尖端的理想塑性应力场的解析表达式.     

平面应变和反平面应变复合型裂纹尖端的各向异性塑性应力场

在裂纹尖端的理想塑性应力分量都只是θ的函数的条件下,利用平衡方程,各向异性塑性应力应变率关系、相容方程和Hill各向异性屈服条件,本文导出了平面应变和反平面应变复合型裂纹尖端的各向异性塑性应力场的一般解析表达式.将这些一般解析表达式用于复合型裂纹,我们就可以得到Ⅰ-Ⅲ、Ⅱ-Ⅲ及Ⅰ-Ⅱ-Ⅲ复合型裂纹尖端的各向异性塑性应力场的解析表达式.     

关于平面应变和反平面应变复合型裂纹尖端的理想塑性应力场

文献[1]在裂纹尖端的理想塑性应力分量都只是θ的函数的条件下,利用平衡方程、应力应变率关系、相容方程和屈服条件导出了平面应变和反平面应变复合型裂纹尖端的理想塑性应力场的一般解析表达式。但文献[1]对应力应变率关系式中的比例因子λ(r,θ)作了很多限制,即假定λ与θ无关,并假定λ=c或cr-1。本文取消了对λ的这些限制。而文献[1]所研究的λ=crn(n=0或-1)的情形,只是本文的一个特殊情况。     

复合型积分因子的存在定理及应用

给出了微分方程 M( x,y) dx+N ( x,y) dy=0复合型积分因子的定义 ,得到了复合型积分因子存在的充要条件和计算公式 .     

预测复合材料开裂方向的比应变能密度准则

本文提出预测复合材料中裂纹方向的比应变能密度准则,并将Tsai-Hill与Norris准则扩展来预测复合材料中的开裂方向.用这三个准则预测了具有各种不同纤维方向的单向纤维复合材料的裂纹扩展方向,预测结果与现有的比正应力准则和应变能密度准则进行了对比.     

复合型裂纹应变能释放率逐点闭合的外推逼近研究

提出用外推逼近法计算复合型裂纹的应变能量释放率的新方法,闭合能计算时,采用逐点闭合的方法。避免了某些文献中闭合能计算不能自治的缺点:"当沿经向闭合节点多于两个时,裂纹(脱层)前端节点力乘位移已计算了闭合能,中间点还要重复计算闭合能"。具体计算了DCB(双悬臂梁)试件并与理论解进行了比较,吻合度优于其他方法。同时,又计算了紧凑拉伸试件、三点弯曲试件、单边裂纹试件,均取得满意结果。与理论解比较,误差可控制在1%之内。此方法可以广泛用于类似复合材料脱层裂纹的断裂力学分析。     

Phase Field Approximation of Dynamic Brittle Fracture

The numerical assessment of fracture has gained importance in fields like the safety analysis of technical structures or the hydraulic fracturing process. The modelling technique discussed in this work is the phase field method which introduces an additional scalar field. The smooth phase field distinguishes broken from undamaged material and thus describes cracks in a continuum. The model consists of two coupled partial differential equations - the equation of motion including the constitutive behaviour of the material and a phase field evolution equation. The crack growth follows implicitly from the solution of this system of PDEs. The numerical solution with finite elements can be accelerated with an algorithm that performs computationally extensive tasks on a graphic processing unit (GPU). A numerical example illustrates the capability of the model to reproduce realistic features of dynamic brittle fracture. (© 2014 Wiley-VCH Verlag GmbH & Co. KGaA, Weinheim)     

Phase Field Modeling of Brittle and Ductile Fracture

The phase field modeling of brittle fracture was a topic of intense research in the last few years and is now well-established. We refer to the work [1-3], where a thermodynamically consistent framework was developed. The main advantage is that the phase-field-type diffusive crack approach is a smooth continuum formulation which avoids the modeling of discontinuities and can be implemented in a straightforward manner by multi-field finite element methods. Therefore complex crack patterns including branching can be resolved easily. In this paper, we extend the recently outlined phase field model of brittle crack propagation [1-3] towards the analysis of ductile fracture in elastic-plastic solids. In particular, we propose a formulation that is able to predict the brittle-to-ductile failure mode transition under dynamic loading that was first observed in experiments by Kalthoff and Winkler [4]. To this end, we outline a new thermodynamically consistent framework for phase field models of crack propagation in ductile elastic-plastic solids under dynamic loading, develop an incremental variational principle and consider its robust numerical implementation by a multi-field finite element method. The performance of the proposed phase field formulation of fracture is demonstrated by means of the numerical simulation of the classical Kalthoff-Winkler experiment that shows the dynamic failure mode transition. (© 2013 Wiley-VCH Verlag GmbH & Co. KGaA, Weinheim)     

弹塑性状态下Ⅰ型裂纹前缘应力应变场的奇异性分析

本文从弹塑性力学的三维基本方程出发,分析了幂硬化材料Ⅰ型裂纹前缘应力、应变场的奇异性,发现,裂尖附近诸应力、应变分量的奇异性沿厚度不变;六个应力分量的奇异性不完全相同,六个应变分量的奇异性也不完全相同.     

平面应力状态断裂强度的椭圆准则分析

简要分析了近年来提出的一个断裂准则——椭圆准则的基本特征,导出了它在主应力坐标系下的基本方程.根据所导出的基本方程,获得了平面应力条件下椭圆准则理论断裂强度曲线的完整描述关系,并分析讨论了破坏发生的方位及断裂形式与材料本征力学性质参数之间的联系.与既有理论结果及实验现象的对比解释了椭圆准则在材料相关参数确定方面的局限性.当应力状态相关材料特征参数在拉伸区和压缩区均作为常数时,获得了铸铁和混凝土平面应力状态下的断裂强度曲线.与相关实验数据的对比表明,它们在拉伸区能较好地吻合,但压缩区的差异十分显著,进一步证实了材料特征参数随应力状态变化规律对椭圆准则发展的必要性.     

On the Pyatetskii-Shapiro Criterion of Normality

In this paper, the Postnikov--Pyatetskii-Shapiro criterion of normality is given a more modern form. We obtain its unimprovable analogs for finite Markov chains, continued fractions, and generalized Bernoulli shifts.     

On the Optimum Criterion of Polynomial Stability

The purpose of this note is to answer the question raised byNie & Xie (1987). Let f(x)=a₀xⁿ+a₁x^n–1+...+a_n be apositive-coefficient polynomial. The numbers ₁=a_i-1a_i+2/a_ia_i+1(i=1, ..., n–2) are called determining coefficients. Theoptimum criterion problem was posed as follows: for n3, findthe maximal number (n) such that the polynomial f(x) is stableif _i < (n) (1in–2). For n6, we show that (n)=ß,where ß is the unique real root of the equation x(x+1)²=1.