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1.
单位分解扩展无网格法(PUEM)是一种求解不连续问题的新型无网格方法.其基于单位分解思想,通过在传统无网格法的近似函数中加入扩展项来反映由裂纹所产生的不连续位移场.详细描述了水平集方法,PUEM不连续近似函数的构造及控制方程的离散.针对裂纹扩展问题,提出了一种十分简单的水平集更新算法;讨论了不同的节点数、高斯积分阶次以及围线积分区域对应力强度因子计算结果的影响,并给出了合理的参数;模拟了边裂纹和中心裂纹的扩展问题,并与XFEM的数值结果进行了比较.数值算例表明,本文方法具有较高的计算精度,是模拟裂纹扩展非常有效的方法,具有广阔的应用前景.  相似文献   

2.
本文采用了一种基于不连续场修正权函数的无网格方法来处理二维平面多裂纹问题。相较于传统的无网格断裂不连续场和奇异场模拟方法,修正权函数法算法简便易实现。采用修正权函数处理多裂纹时,只需要对每一段裂纹周围节点的权函数进行修正,就能同时模拟多裂纹不连续位移场和多裂尖奇异场。本文采用基于不连续场修正权函数的无单元Galerkin方法(EFGM),对Y型裂纹板、十字型裂纹板和孔边双裂纹板进行了分析。数值结果表明,在不引入扩展基函数情况下,通过修正权函数法能够得到精度较高的应力强度因子解,能较好地拟合多裂纹的裂尖奇异场。  相似文献   

3.
对于平面裂纹问题,针对扩展有限元法和无网格伽辽金法的不足,从结构的整体位移模式出发,提出了一种新的数值模拟方法。在整个求解域内构造其试探函数,并引入裂纹修正项描述裂尖处的奇异性和裂纹面的强间断特性;同时,提出了一种新的强制边界条件施加方法,通过引入位移边界水平集函数,将位移边界条件包含在近似位移场的表达式中,有效地解决了位移边界条件问题,减小了刚度矩阵的阶数,非常方便地消除了刚度矩阵的奇异性,降低了线性方程组的求解难度。含裂纹矩形平板结构的数值算例验证了该方法的有效性。  相似文献   

4.
对于平面裂纹问题,针对扩展有限元法和无网格伽辽金法的不足,从结构的整体位移模式出发,提出了一种新的数值模拟方法。在整个求解域内构造其试探函数,并引入裂纹修正项描述裂尖处的奇异性和裂纹面的强间断特性;同时,提出了一种新的强制边界条件施加方法,通过引入位移边界水平集函数,将位移边界条件包含在近似位移场的表达式中,有效地解决了位移边界条件问题,减小了刚度矩阵的阶数,非常方便地消除了刚度矩阵的奇异性,降低了线性方程组的求解难度。含裂纹矩形平板结构的数值算例验证了该方法的有效性。  相似文献   

5.
直接计算应力强度因子的扩展有限元法   总被引:2,自引:0,他引:2  
系统地给出了直接计算应力强度因子的扩展有限元法。该方法以常规有限元法为基础,利用单位分解法思想,通过在近似位移表达式中增加能够反映裂纹面的不连续函数及反映裂尖局部特性的裂尖渐进位移场函数,间接体现裂纹面的存在,从而无需使裂纹面与有限元网格一致,无需在裂尖布置高密度网格,也不需要后处理就可以直接计算出应力强度因子,并且大大简化了前后处理工作。最后通过两个简单算例验证了该方法的精度,分析了影响计算结果的因素,并与采用J积分计算的应力强度因子作了对比,得出了两种方法计算精度相当的结论。  相似文献   

6.
许艳  马文涛 《应用力学学报》2015,(3):490-495,12
提出特征距离这一概念对内部基扩充无网格法进行修正,并数值模拟了多裂纹之间的相互作用。特征距离法用于选择内部基扩充无网格Galerkin法的奇异基函数,该方法仅对传统的内部基扩充无网格Galerkin法作了很小的改进,即可方便地应用于求解多裂纹问题;给出了相互作用能量积分计算混合型模式下的应力强度因子,数值模拟了三条内部裂纹和六条边裂纹问题,并与杂交位移不连续边界元法的计算结果进行比较。数值结果表明:修正的内部基扩充无网格法可以方便、有效地求解多裂纹问题,在不增加附加节点和自由度的情况下与杂交位移不连续方法的计算精度非常接近。  相似文献   

7.
本文采用了一种基于不连续场修正权函数的无网格方法来处理二维平面问题中的有限长裂纹。相较于目前常用的无网格裂纹不连续性处理方案,采用修正权函数处理裂纹附近不连续场时只需要对原权函数进行修正,算法简便易实现。本文采用基于不连续场修正权函数的无单元Galerkin方法(EFGM),对在边界上施加I-II混合型裂纹位移场的斜裂纹板进行了数值分析。并与可视性准则、衍射法和透射法等不连续准则对比了裂尖位移场、应力场和应力强度因子解的数值精度。另外,本文还对这四种不连续准则形函数的计算效率进行了分析和比较。  相似文献   

8.
改进型扩展比例边界有限元法   总被引:3,自引:3,他引:0  
江守燕  李云  杜成斌 《力学学报》2019,51(1):278-288
结合了扩展有限元法(extended finite elementmethods,XFEM)和比例边界有限元法(scaled boundary finite elementmethods,SBFEM)的主要优点,提出了一种改进型扩展比例边界有限元法(improvedextended scaled boundary finite elementmethods,$i$XSBFEM),为断裂问题模拟提供了一条新的途径.类似XFEM,采用两个正交的水平集函数表征材料内部裂纹面,并基于水平集函数判断单元切割类型;将被裂纹切割的单元作为SBFE的子域处理,采用SBFEM求解单元刚度矩阵,从而避免了XFEM中求解不连续单元刚度矩阵需要进一步进行单元子划分的缺陷;同时,借助XFEM的主要思想,将裂纹与单元边界交点的真实位移作为单元结点的附加自由度考虑,赋予了单元结点附加自由度明确的物理意义,可以直接根据位移求解结果得出裂纹与单元边界交点的位移;对于含有裂尖的单元,选取围绕裂尖单元一圈的若干层单元作为超级单元,并将此超级单元作为SBFE的一个子域求解刚度矩阵,超级单元内部的结点位移可通过SBFE的位移模式求解得到,应力强度因子可基于裂尖处的奇异位移(应力)直接获得,无需借助其他的数值方法.最后,通过若干数值算例验证了建议的$i$XSBFEM的有效性,相比于常规XFEM,$i$XSBFEM的基于位移范数的相对误差收敛性较好;采用$i$XSBFEM通过应力法和位移法直接计算得到的裂尖应力强度因子均与解析解吻合\较好.   相似文献   

9.
基于扩展有限元法的混凝土细观断裂破坏过程模拟   总被引:1,自引:0,他引:1  
扩展有限元法(XFEM)是分析不连续力学问题(特别是断裂问题)的一种有效的数值方法。在常规的有限元位移模式中,基于单位分解的思想加入一个跳跃函数和渐进缝尖位移场来对不连续体附近的节点自由度进行局部加强,从而反映了位移的不连续性。介绍了扩展有限元的基本原理,给出了扩展有限元进行混凝土开裂及裂纹扩展的分析方法,最后采用扩展有限元法模拟了湿筛混凝土单轴拉伸作用下及WinklerL-型混凝土板的细观断裂破坏过程。分析了混凝土裂纹萌生、扩展的过程及破坏形态,数值结果与实验结果吻合良好。研究表明:扩展有限元法通过特定的位移模式,使裂纹两侧不连续位移场的表达独立于网格划分,能有效地模拟混凝土材料细观断裂破坏过程。  相似文献   

10.
扩展有限元法(XFEM)是一种新的求解不连续问题的数值方法,由于该方法建立在传统有限元法框架内,而且避免了不连续界面扩展时的网格重新划分,所以,近年来扩展有限元法是工程力学领域里的一个研究热点.本文基于Zi和Belytschko新近提出的一种不连续位移场假设,推导了求解粘着裂纹扩展问题的矩形扩展有限元公式和离散方程.提出了基于位移加载的直接迭代的算法来求解非线性有限元方程,并给出了详细的过程.编写了Fortran程序,模拟了三点弯曲梁开裂问题,得到的结果与已知文献结果吻合,验证了方法、公式和所编写的程序的正确性.  相似文献   

11.
Junping Shi  Wentao Ma  Ning Li 《Meccanica》2013,48(9):2263-2270
An extended meshless method based on partition of unity was used in this study to simulate multiple cracks. The cracks are implicitly denoted by a jump in the displacement field function, which has nodes that have domains of influence completely segmented by cracks. Nodes whose domains of influence are partially segmented by cracks are extended by the crack tip singularity function. The influence domain of a node is independent of cracks so that the sparsity of the system equations should not be affected by cracks and the computing time should not increase with the effect of the cracks. Additionally, r ?1/2 singularity can be accurately reproduced at the crack tip. Compared with the modified intrinsic enriched meshless method, our method has a higher computational efficiency and precision. Several numerical examples show that the extended meshless method based on partition of unity is feasible and effective in simulating multiple cracks.  相似文献   

12.
The meshless manifold method is based on the partition of unity method and the finite cover approximation theory which provides a unified framework for solving problems dealing with both continuum with and without discontinuities. The meshless manifold method employs two cover systems. The mathematical cover system provides the nodes for forming finite covers of the solution domain and the partition of unity functions. And the physical cover system describes geometry of the domain and the discontinuous surfaces in the domain. The shape functions are derived by the partition of unity and the finite covers approximation theory. In meshless manifold method, the mathematical finite cover approximation theory is used to model cracks that lead to interior discontinuities in the displacement. Therefore, the discontinuity is treated mathematically instead of empirically by the existing methods. However, one cover of a node is divided into two irregular sub-covers when the meshless manifold method is used to model the discontinuity. As a result, the method sometimes causes numerical errors at the tip of a crack. To improve the precision of the meshless manifold method, the enriched methods are introduced in this work for crack problems.  相似文献   

13.
In this paper, the enriched boundary element-free method for two-dimensional fracture problems is presented. An improved moving least-squares (IMLS) approximation, in which the orthogonal function system with a weight function is used as the basis function, is used to obtain the shape functions. The IMLS approximation has greater computational efficiency and precision than the existing moving least-squares (MLS) approximation, and does not lead to an ill-conditioned system of equations. Combining the boundary integral equation (BIE) method and the IMLS approximation, a boundary element-free method (BEFM), for two-dimensional fracture problems is obtained. For two-dimensional fracture problems, the enriched basis function is used at the tip of the crack, and then the enriched BEFM is presented. In comparison with other existing meshless boundary integral equation methods, the BEFM is a direct numerical method in which the basic unknown quantity is the real solution of the nodal variables, and the boundary conditions can be implemented easily, which leads to a greater computational precision. When the enriched BEFM is used, the singularity of the stresses at the tip of the crack can be shown better than that in the BEFM. For the purposes of demonstration, some selected numerical examples are solved using the enriched BEFM.  相似文献   

14.
直接增强自然单元法计算应力强度因子   总被引:7,自引:2,他引:5  
江涛  章青 《计算力学学报》2010,27(2):264-269
自然单元法是一种新兴的无网格数值计算方法,但应用于裂纹问题计算时,其近似函数并不能准确反映裂纹尖端渐进应力场的奇异性,为获得足够的计算精度,需要在缝尖附近增大结点的布置密度。针对裂纹问题提出一种增强的自然单元法,将缝尖渐近位移场函数嵌入到自然单元法近似函数中,给出了增强试函数的构造方法,推导了总体刚度矩阵和荷载列阵的相关列式。应力强度因子可以作为附加未知量直接算得,也可用J积分或相互作用能量积分方法进行计算,对增强区域的选择和影响进行了分析。算例结果表明,基于增强自然单元法采用围线积分方法计算应力强度因子具有很高的精度,但直接以附加结点自由度形式计算则精度有所降低。  相似文献   

15.
Using the fundamental solutions for three-dimensional transversely isotropic magnetoelectroelastic bimaterials, the extended displacements at any point for an internal crack parallel to the interface in a magnetoelectroelastic bimaterial are expressed in terms of the extended displacement discontinuities across the crack surfaces. The hyper-singular boundary integral–differential equations of the extended displacement discontinuities are obtained for planar interface cracks of arbitrary shape under impermeable and permeable boundary conditions in three-dimensional transversely isotropic magnetoelectroelastic bimaterials. An analysis method is proposed based on the analogy between the obtained boundary integral–differential equations and those for interface cracks in purely elastic media. The singular indexes and the singular behaviors of near crack-tip fields are studied. Three new extended stress intensity factors at crack tip related to the extended stresses are defined for interface cracks in three-dimensional transversely isotropic magnetoelectroelastic bimaterials. A penny-shaped interface crack in magnetoelectroelastic bimaterials is studied by using the proposed method.The results show that the extended stresses near the border of an impermeable interface crack possess the well-known oscillating singularity r?1/2±iε or the non-oscillating singularity r?1/2±κ. Three-dimensional transversely isotropic magnetoelectroelastic bimaterials are categorized into two groups, i.e., ε-group with non-zero value of ε and κ-group with non-zero value of κ. The two indexes ε and κ do not coexist for one bimaterial. However, the extended stresses near the border of a permeable interface crack have only oscillating singularity and depend only on the mechanical loadings.  相似文献   

16.
The electroelastic analysis of two bonded dissimilar piezoelectric ceramics with a crack perpendicular to and terminating at the interface is made. By using Fourier integral transform, the associated boundary value problem is reduced to a singular integral equation with generalized Cauchy kernel, the solution of which is given in closed form. Results are presented for a permeable crack under anti-plane shear loading and in-plane electric loading. Obtained results indicate that the electroelastic field near the crack tip in the homogeneous piezoelectric ceramic is dominated by a traditional inverse square-root singularity, while the electroelastic field near the crack tip at the interface exhibits the singularity of power law rα, r being distance from the interface crack tip and α depending on the material constants of a bi-piezoceramic. In particular, electric field has no singularity at the crack tip in a homogeneous solid, whereas it is singular around the interface crack tip. Numerical results are given graphically to show the effects of the material properties on the singularity order and field intensity factors.  相似文献   

17.
一种XFEM断裂分析的裂尖单元新型改进函数   总被引:6,自引:2,他引:4  
江守燕  杜成斌 《力学学报》2013,45(1):134-138
提出了一种适用于裂尖改进单元的新型改进函数, 基于三角变换的方法, 保留裂纹尖端场的应力奇异性和裂纹上、下表面的位移不连续性, 将常规扩展有限元法裂尖改进单元的4 项改进函数缩减为2 项, 裂尖改进单元的结点由常规的8 个改进自由度减少为4 个. 采用2 个正交的水平集函数表征材料内部裂纹面, 详细阐述了改进单元类型的判别方法, 给出一种改进单元的分区域积分方案. 最后, 若干断裂力学问题经典算例的数值计算结果表明:建议的裂尖改进函数具有较高的数值精度, 该方法是十分有效的.  相似文献   

18.
The dynamic meshless methods for local and nonlocal field theories are formulated in this paper. Application to two crack problems is presented. The meshless method of local theory gives solution that is in good agreement with the classical analytical crack tip solution, while the nonlocal theory yields a solution without stress singularity at the crack tip. The numerical results also show the embedded nonlocal nature of meshless methods.  相似文献   

19.
A method of potentially wide application is developed for deriving analytical expressions of the elastic interaction between a screw dislocation dipole or a concentrated force and a crack cutting perpendicularly across the interface of a bimaterial. The cross line composed of the interface and the crack is mapped into a line, and then the complex potentials are educed. The Muskhelishvili method is extended by creating a Plemelj function that matches the singularity of the real crack tips, and eliminates the pseudo tips’ singularity induced by the conformal mapping. The stress field is obtained after solving the Riemann–Hilbert boundary value problem. Based on the stress field expressions, crack tip stress intensity factors, dislocation dipole image forces and image torque are formulated. Numerical curves show that both the translation and rotation must be considered in the static equilibrium of the dipole system. The crack tip stress intensity factor induced by the dipole may rise or drop and the crack may attract or reject the dipole. These trends depend not only on the crack length, but also on the dipole location, the length and the angle of the dipole span. Generally, the horizontal image force exerted at the center of the dislocation dipole is much smaller than the vertical one. Whether the dipole subjected to clockwise torque or anticlockwise torque is determined by whether the Burgers vector of the crack-nearby dislocation of the dipole is positive or negative. A concentrated load induces no singularity to crack tip stress fields as the load is located at the crack line. However, as the concentrated force is not located on the crack line but approaches the crack tip, the nearby crack tip stress intensity factor KIIIu increases steeply to infinity.  相似文献   

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