幂硬化材料复合型界面裂纹问题

本文研究了两相幂硬化材料平面应变复合型界面裂纹问题,通过对裂端附近主奇异解的分析,得到硬化指数为 n_Ⅰ、n_Ⅱ(n_Ⅰ相似文献   

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。     

双材料反平面问题界面端奇异应力场分析

利用位移函数的级数展开,对任意角度的反平面问题界面端的应力场进行了分析研究,得到了全场解。研究一阶场后发现,奇异规律与一般平面问题界面端有显著区别,在界面端关于界面对称的情况下,平角界面端(θ1 = θ2 = θ = 90°) 应力场没有奇异性,其它形状的界面端随着角度θ 从90°到180°,奇异指数也从0到0.5。当界面端是非对称时,平角界面端(θ1 θ2 = 180°)、直角界面端(θ1 = 90°,θ2 = 180°)以及其它形状界面端的奇异指数是一个与两相材料常数比Γ有关的常数。以上两种情况下的应力强度因子完全类似单相材料中裂纹尖端附近应力强度因子,故可根据定义得到     

QFP结构中引脚焊缝界面端的奇异性热应力问题研究

由于引脚、印制电路板和焊接剂的热-机材料属性不同,在受到热载荷或机械载荷时,引脚焊接界面端会产生奇异性应力,有可能产生界面开裂.为了基于界面端奇异场来评价QFP结构引脚界面端力学行为,本文拟采用数值方法求解引脚焊缝任意角度尖劈界面端的应力强度系数.具体步骤为:首先,基于高次内插有限元特征分析法确定两相任意角度尖劈界面端的奇异性指数和应力角分布函数,并引入常数热应力项,获得热-机耦合奇异性应力场表达式;采用有限元分析技术和最小二乘拟合法来获得应力强度系数的数值解.文中考察了热-机材料属性对热载荷下焊接剂/印制电路板界面端应力强度系数的影响,并给出改善界面端热应力状态的建议.     

弹塑性平面Ⅰ型裂纹应力场的一个摄动解析解

本文利用摄动方法,得到了幂硬化材料平面Ⅰ型裂纹端应力奇异场的一个解析表达式,并与HRR数值结果进行了比较。分析表明:当硬化指数在[1,∞)变化时,应力场的结构形式不发生变化,为三角函数的线性组合。在一定的幂硬化指数变化范围内,解析解是数值解的很好近似,对应力分量σ_(θθ)和σ_(vθ),这一特点尤为突出。该解析解形式简洁,明了,可为弹塑性断裂的工程应用提供方便。     

双材料界面端附近的奇异应力场

本文利用弹性力学中的Ｇｏｕｒｓａｔ公式，具体地给出了具有任意接合角的异材界面端附近的奇异应力场和位移场；所得到的关于应力奇异性次数的特征方程，与Ｂｏｇｙ利用Ｍｅｌｌｉｎ变换求得的结果完全一致。本文的结果还表明：材料常数对接合材料力学性能的影响可只用两个组合参数来描述。     

平面应变状态下不可压缩幂硬化蠕变材料中刚性片状夹杂的奇异场和局部解

本文采用Williams特征展开方法结合Lee伪应力函数方法得到了平面应变状态下不可压缩幂硬化蠕变材料中刚性片状夹杂物的奇异场和局部解.研究发现,夹杂物尖端的应力奇性为r~(-m/2),与幂硬化指数m有关;而应变奇性为r~(-1/2),与幂硬化指数无关.本文通过选择积分路径给出了近尖的局部解,并用显函数的形式给出了近尖应力和位移的角变化.     

线性硬化材料的界面裂纹裂尖弹塑性应力场

由全量理论的弹塑性本构方程出发，提出了一种求线性硬化材料裂纹问题的应力函数解法，并求得了线性硬化材料界面裂纹裂尖附近的弹塑性应力场，通过对扩张的Ｄｕｎｄｕｒｓ异材参数β的讨论分析了应力场的振荡奇异性。     

结合材料界面端的三维应力奇异性

本文利用特殊有限元方法，开发了一个用来求解结合材料界面端三维应力奇异性问题的数值分析程序。该方法只需对界面端的角度方向进行离散即可求得应力奇异性。结合材料的应力奇异性取决于两种材料的材料常数和界面端形状。选用三个材料参数作为变量，用来研究结合材料三维应力奇异性随材料常数的变化规律。文中计算了几种重要而且常见的情况，并以此为基础建立了数据库。同时，还分析了应力奇异性随界面端形状的变化规律，并得到了应力函数的分布图。     

粘弹性结合材料界面端奇异场

在电子封装等结构中存在大量的粘弹性界面问题,其破坏一般均始于界面端,但目前尚无关于粘弹性界面端奇异场的解.粘弹性问题在拉普拉斯域内与弹性问题有对应关系,理论上可以利用对应性原理由弹性解经拉氏逆变换得到粘弹性问题的解.但是,对于粘弹性界面端,由于奇异场的奇异指数也是与时间有关的,因此进行严密的拉氏逆变换是非常困难的.本文借鉴弹性界面端奇异场,近似地给出了线性粘弹性体界面端奇异场的具体形式,并通过数值计算验证了近似理论解的有效性.     

Singular plastic fields in wedge indentation of pressure sensitive solids

The paper examines singular plastic fields induced near the tip of a wedge indentating a pressure sensitive solid. Plane strain conditions are assumed and material response is modelled by the small strain Drucker–Prager rigid/plastic constitutive law. A standard separation of variables solution is numerically generated for pure power-law hardening. Three possible measures of wall roughness are studied with an attempt to expose the coupling between wall friction and material pressure sensitivity. Sample calculations illustrate that stress singularity decreases with increasing friction, wedge angle and hardening exponent, but increases with pressure sensitivity. At large values of the hardening exponent, when the material is nearly perfectly plastic, effective stress contours approach the slip line limit. The concept of indentation index is introduced as a possible estimate for average indentation pressure.     

Exponential stress and strain singularity at tip of mode I growing crack in power hardening plastic material

The stress-strain distribution near the tip of a Mode I growing crack in a power hardening plastic material is reconsidered. Two types of asymptotic equations are derived and solved numerically. It is shown that when the crack tip is approached, the stress is singular of the order r^−δ, while the strain is singular of the order r^−nδ, where r is the distance measured from the crack tip. The parameter δ is a constant; it depends on the hardening exponent n being greater than one.     

橡胶楔体与刚性缺口接触的大变形分析

利用一种新的橡胶材料应变能函数，对橡胶楔体与刚性缺口接触大变形问题进行了分析。得到了接触尖点附近变形的奇异性特征，给出了奇异性指数与材料常数、橡胶楔体角度、刚性缺口角度之间的关系式。同时编制了大变形有限元程序，计算得到了与理论解一致的结论。     

单材料V型缺口尖端振荡性奇异应力场产生的条件

单材料V型缺口附近应力场存在奇异性,Williams在1952年针对不同边界条件下所产生的奇异性进行了讨论,结论表明,边界条件和材料的泊松比对奇异 均有影响,本文对Williams所提出的第三种边界条件（一边自由,一边固支）研究后发现,缺口尖端附近应力不仅存在幂次奇异,而且还会出现振荡性,振荡指数大小依赖于缺口角度和泊松比。     

Singular fields of a mode III interface crack in a power-law hardening bimaterial

A high order of asymptotic solution of the singular fields near the tip of a mode III interface crack for pure power-law hardening bimaterials is obtained by using the hodograph transformation. It is found that the zero order of the asymptotic solution corresponds to the assumption of a rigid substrate at the interface, and the first order of it is deduced in order to satisfy completely two continuity conditions of the stress and displacement across the interface in the asymptotic sense. The singularities of stress and strain of the zeroth order asymptotic solutions are −1/(n ₁+1) and −n/(n ₁+1) respectively. (n=n ₁,n ₂ is the hardening exponent of the bimaterials.) The applicability conditions of the asymptotic solutions are determined for both zeroth and first orders. It is proved that the Guo-Keer solution^[10] is limited in some conditions. The angular functions of the singular fields for this interface crack problem are first expressed by closed form. The project supported by National Natural Science Foundation of China     

Field structure at mode Ⅲ dynamically propagating crack tip in elastic-viscoplastic materials

An elastic-viscoplastic mechanics model is used to investigate asymptotically the mode Ⅲ dynamically propagating crack tip field in elastic-viscoplastic materials. The stress and strain fields at the crack tip possess the same power-law singularity under a linear-hardening condition. The singularity exponent is uniquely determined by the viscosity coefficient of the material. Numerical results indicate that the motion parameter of the crack propagating speed has little effect on the zone structure at the crack tip. The hardening coefficient dominates the structure of the crack-tip field. However, the secondary plastic zone has little influence on the field. The viscosity of the material dominates the strength of stress and strain fields at the crack tip while it does have certain influence on the crack-tip field structure. The dynamic crack-tip field degenerates into the relevant quasi-static solution when the crack moving speed is zero. The corresponding perfectly-plastic solution is recovered from the linear-hardening solution when the hardening coefficient becomes zero.     

Field structure at mode III dynamically propagating crack tip in elastic-viscoplastic materials

An elastic-viscoplastic mechanics model is used to investigate asymptotically the mode Ⅲ dynamically propagating crack tip field in elastic-viscoplastic materials. The stress and strain fields at the crack tip possess the same power-law singularity under a linear-hardening condition. The singularity exponent is uniquely determined by the viscosity coefficient of the material. Numerical results indicate that the motion parameter of the crack propagating speed has little effect on the zone structure at the crack tip. The hardening coefficient dominates the structure of the crack-tip field. However, the secondary plastic zone has little influence on the field. The viscosity of the material dominates the strength of stress and strain fields at the crack tip while it does have certain influence on the crack-tip field structure. The dynamic crack-tip field degenerates into the relevant quasi-static solution when the crack moving speed is zero. The corresponding perfectly-plastic solution is recovered from the linear-hardening solution when the hardening coefficient becomes zero.     

VISCOPLASTIC SOLUTION TO FIELD AT STEADILY PROPAGATING CRACK TIP IN LINEAR- HARDENING MATERIALS

An elastic-viscoplastic constitutive model was adopted to analyze asymptotically the tip-field of moving crack in linear-hardening materials under plane strain condition. Under the assumption that the artificial viscosity coefficient was in inverse proportion to power law of the rate of effective plastic strain, it is obtained that stress and strain both possess power law singularity and the singularity exponent is uniquely determined by the power law exponent of the rate of effective plastic strain. Variations of zoning structure according to each material parameter were discussed by means of numerical computation for the tip-field of mode Ⅱ dynamic propagating crack, which show that the structure of crack tip field is dominated by hardening coefficient rather than viscosity coefficient. The secondary plastic zone can be ignored for weak hardening materials while the secondary plastic zone and the secondary elastic zone both have important influence on crack tip field for strong hardening materials. The dynamic solution approaches to the corresponding quasi-static solution when the crack moving speed goes to zero, and further approaches to the HR (Hui-Riedel) solution when the hardening coefficient is equal to zero.     

On the spatial localization of the laminar boundary layer in a non-Newtonian dilatant fluid

In dilatant fluids the shear perturbation propagation rate is finite, in contrast to Newtonian and pseudoplastic fluids in which it is infinite [1]. Therefore, in certain dilatant fluid flows, frontal surfaces separating regions with zero and nonzero shear perturbations may be formed. Since, in a sense, the boundary layer is a “time scan” of the nonstationary shear perturbation propagation process, in dilatant fluids the boundary layer should definitely be spatially localized. This was first mentioned in [2] where, however, it was mistakenly asserted that boundary layer spatial localization does not take place in all dilatant fluids and is absent in so-called “hardening” dilatant fluids. In [3], the solutions of the laminar boundary-layer equations for speudoplastic and “hardening” dilatant fluids were investigated qualitatively. The formation of frontal surfaces in dilatant fluid flows is usually mathematically related with the existence of singular solutions of the corresponding differential equations [4]. However, since the analysis performed in [3] was inaccurate, in that study singular solutions were not found and it was incorrectly concluded that in “hardening” dilatant fluids there is no spatial boundary layer localization. The investigation performed in [5] showed that in fact in “hardening” dilatant fluids boundary layers are spatially localized, since there exist singular solutions of the corresponding differential equations. Subsequently, this result was reproduced in [6], where an attempt was also made to carry out a qualitative investigation of the solutions of the laminar boundary-layer equations for other types of dilatant fluids. The author did not find singular solutions in this case and mistakenly concluded that in these fluids there is no spatial boundary layer localization. This misunderstanding was due to the fact that in [6] it was not understood that in dilatant fluid flows the formation of frontal surfaces can be mathematically described not only in relation to the existence of singular solutions.