共查询到20条相似文献,搜索用时 0 毫秒
1.
Y. J. XIE X. Z. HU J. CHEN K.Y. LEE 《Fatigue & Fracture of Engineering Materials & Structures》2012,35(1):45-55
Unlike a Hertzian ring crack induced by a spherical indenter in absence of a singular stress field, a ring crack generated by a rigid flat cylindrical indenter can be explicitly linked to a K‐dominant singular stress field at the perimeter of the flat indenter. This means microcrack initiation induced by a flat indenter and relevant properties such as the critical indentation load and fracture toughness can be formulated explicitly using the fracture mechanics approach. It is shown in this paper that the indentation stress intensity factor, , for such a stress field is similar to that of a mode I crack. Based on the energy‐releasing rate and the Griffith's theorem, a flat indentation cracking model has been proposed; the critical load and critical cracking angle for crack initiation are derived. A new concept of fracture toughness for negative mode I singular stress field,, has been defined and a relationship between and the traditional KIC has been derived. The experimental investigation validates the existence of such , from which the KIC value of the glass had been determined to be 0.772 ± 0.003 MPa m1/2, agreeing well with the literature data. This analysis for indentation fracture or crack initiation due to surface contact of a flat indenter is particularly useful in determining KIC of brittle materials with dimensions in micro/nanoscales, e.g. thin films and other microstructures as flat micro/nano‐indenters are available and can be used on various nano‐indentation machines. 相似文献
2.
S. H. Ju Y. M. Wang 《International journal for numerical methods in engineering》2001,50(9):2159-2174
This paper develops a finite element scheme to generate the spatial‐ and time‐dependent absorbing boundary conditions for unbounded elastic‐wave problems. This scheme first calculates the spatial‐ and time‐dependent wave speed over the cosine of the direction angle using the Higdon's one‐way first‐order boundary operator, and then this operator is used again along the absorbing boundary in order to simulate the behaviour of unbounded problems. Different from other methods, the estimation of the wave speed and directions is not necessary in this method, since the wave speed over the cosine of the direction angle is calculated automatically. Two‐ and three‐dimensional numerical simulations indicate that the accuracy of this scheme is acceptable if the finite element analysis is appropriately arranged. Moreover, only the displacements along absorbing boundary nodes need to be set in this method, so the standard finite element method can still be used. Copyright © 2001 John Wiley & Sons, Ltd. 相似文献
3.
Shane J. Burns Petri T. Piiroinen Kevin J. Hanley 《International journal for numerical methods in engineering》2019,119(5):432-451
The discrete element method (DEM) typically uses an explicit numerical integration scheme to solve the equations of motion. However, like all explicit schemes, the scheme is only conditionally stable, with the stability determined by the size of the time step. Currently, there are no comprehensive techniques for estimating appropriate DEM time steps when a nonlinear contact interaction is used. It is common practice to apply a large factor of safety to these estimates to ensure stability, which unnecessarily increases the computational cost of these simulations. This work introduces an alternative framework for selecting a stable time step for nonlinear contact laws, specifically for the Hertz-Mindlin contact law. This approach uses the fact that the discretised equations of motion take the form of a nonlinear map and can be analysed as such. Using this framework, we analyse the effects of both system damping and the initial relative velocity of collision on the critical time step for a Hertz-Mindlin contact event between spherical particles. 相似文献
4.
提出一种有效的求解结构最小质量设计,同时满足动位移和动应力约束的二阶优化设计方法。在有限元法和纽马克法基础上导出一种高效的动应力、动位移对设计变量一阶导数和二阶导数的算法。建立含时间参数,以结构质量最小化为目标,同时满足动位移、动应力和设计变量约束的优化数学模型,通过积分型内点罚函数将含时间参数的不等式约束优化问题转变为一系列不含时间参数的无约束优化问题。利用动位移、动应力对设计变量一阶导数和二阶导数的信息计算内点罚函数的梯度和海森矩阵,利用梯度和海森矩阵构造求解优化设计问题高效有效的二阶优化算法。算例结果表明该文的优化设计方法能获得刚架结构的局部最优设计,优化的效率高于增广拉格朗日乘子法。 相似文献
5.
基于Hertz接触模型的柔性梁碰撞振动分析 总被引:4,自引:0,他引:4
首先研究两弹性体碰撞振动中的接触力,用多项式逼近具有分数指数的Hertz模型来实现近似解析分析,然后讨论与碰撞有关的各因素对两柔性梁受迫碰撞振动的影响。当耦合模态解增加时,碰撞强度增大,系统呈现典型的非线性 相似文献
6.
Contact of rough surfaces at micro and macro scales is studied in this paper. The asperities at micro scale are characterised
by small radius of curvature whereas the waviness is characterised by large radius of curvature. When two rough surfaces come
in contact, on the micro scale, of asperities contacts in a very small area leave large gaps between the surfaces; whereas
on the macro scale the surfaces conform to each other under the application of load without gaps. Contact at micro scale is
modelled by superposition of Hertzian stress fields of individual asperity contacts and the waviness at macro scale is modelled
as a mixed boundary problem of rough punch indentation where displacements of uneven profile are prescribed along the region
of contact. In both the cases for simplification the roughness is assigned to one surface making the other surface perfectly
flat an assumption often made in contact mechanics of rough bodies.
The motivation for modelling the asperities at micro scales comes from the preliminary results obtained from photoelastic
experiments. Numerical results are presented based on the analytical results available for Hertzian contacts. The motivation
for modelling the asperities at macro scales comes from the results available in literature for flat contacts from solving
mixed boundary elasticity problems. A condition of full stick is assumed along the contact which is a common assumption made
for rough contacts. The numerical results are presented for both the cases of rough contact at micro and macro scales. 相似文献
7.
Meng‐Fu Wang Zhi‐Hui Wang 《International journal for numerical methods in engineering》2018,114(4):347-374
In this paper, three new kinds of time‐domain numerical methods of exponentially damped systems are presented, namely, the simplified Newmark integration method, the precise integration method, and the simplified complex mode superposition method. Based on the traditional Newmark integration method and transforming the equation of motion with exponentially damping kernel functions into an equivalent second‐order equation of motion by using the internal variables technique, the simplified Newmark integration method is developed by using a decoupling technique to reduce the computer run time and storage. By transforming the equation of motion with exponentially damping kernel functions into a first‐order state‐space equation, the precise integration technique is used to numerically solve the state‐space equation. Based on a symmetric state‐space equation and the complex mode superposition method, a delicate and simplified general solution of exponentially damped linear systems, completely in real‐value form, is developed. The accuracy and efficiency of the developed numerical methods are compared and discussed by two benchmark examples. 相似文献
8.
The natural element method (NEM) is a meshless method. The trial and test functions of the NEM are constructed using natural neighbor interpolations which are based on the Voronoi tessellation of a set of nodes. The NEM interpolation is linear between adjacent nodes on the boundary of the convex hull, which makes imposition of essential boundary conditions easy to implement. We investigate the performance of the NEM combined with the Newmark method for problems of elastodynamics in this article. Applications are considered for a cantilever beam with different initial load conditions. The NEM numerical results are compared with the finite element method. NEM shows promise for these applications. 相似文献
9.
The problem of formation of plastic zones in case-hardened metallic bodies due to contact overloading is studied both experimentally and numerically. Metallic materials exposed to surface hardening demonstrate spatial variation of the material hardness and yield strength with a decreasing profile with depth and belong to the class of so-called plastically graded materials. The presented experimental program employs micro-Vickers hardness tests to map the variation in material hardness and corresponding yield strength for both virgin and loaded case-hardened specimens made of a chromium tool steel. It is shown that, depending on the profile of the yield strength in the near-surface zones and contact parameters, a plastic deformation can originate underneath the hardened layer. The distribution of the effective plastic strain extracted from the micro-hardness increment measurements are found in good agreement with the results of finite element simulations of a plastically graded material subjected to similar loading conditions. Numerical analysis reveals significant perturbations in the stress field distribution within the hardened layer due to formation of a closed-shaped plastic zone in the gradient layers, including development of a tensile stress on the boundary between the elastic and plastic zones as well as an overall increase in the effective stress intensity. It is shown that the hardened layer behaves similar to an elastic beam on a compliant foundation. These stress field perturbations in the hardened layers with low deformation capacity can greatly affect the durability and serviceability of surface treated mechanical parts. 相似文献
10.
本文结合Zhang—Shimizu法与Newmark法,解决了二次非线性的Riemann—Liouville分数导数中奇异性问题,从而得到了非线性分数微积分求解的单步数值积分算法。在此基础上对某型非线性分数阶微分振子的动力学行为进行研究,分别讨论了振子自由振动及强迫振动下参数变化对振子非线性特性的影响。数值计算结果表明,该数值方法具有较好的稳定好,收敛速度快,精度较高,编程简单容易等优点。 相似文献
11.
A. Czekanski S. A. Meguid N. El‐Abbasi M. H. Refaat 《International journal for numerical methods in engineering》2001,50(3):611-627
This article is concerned with the development, implementation and application of variational inequalities to treat the general elastodynamic contact problem. The solution strategy is based upon the iterative use of two subproblems. Quadratic programming and Lagrange multipliers are used to solve the respective first and second subproblems and to identify the candidate contact surface and contact stresses. This approach guarantees the imposition of the active kinematic contact constraints, avoids the use of special contact elements and the interference of the user in dictating the accuracy of the solution. A modified Newmark formulation is developed to integrate the resulting time‐dependent variational inequality. This newly devised implicit time integration scheme is unconditionally stable, second‐order accurate, avoids numerical oscillations present in the traditional Newmark method, and does not cause numerical dissipation. To demonstrate the versatility and accuracy of the newly proposed algorithm, several examples are examined and compared with existing solutions where the penalty method has been employed. Copyright © 2001 John Wiley & Sons, Ltd. 相似文献
12.
In the present investigation, higher-order and conventional first-order shear deformation theories are used to study the impact
response of composite sandwich shells. The formulation is based on Donnell’s shallow shell theory. Nine-noded Lagrangian elements
are used for the finite element formulation. A modified Hertzian contact law is used to calculate the contact force. The results
obtained from the present investigation are found to compare well with those existing in the open literature. The numerical
results are presented to study the changes in the impact response due to the increase of core depth from zero to some specified
value and the changes in core stiffness for a particular core depth. 相似文献
13.
Insulated rail joints (IRJs) are the most important structural link in a railway track for electrical signal purposes. Because of the presence of the discontinuity in the rail material at IRJs, problems with maintaining rail/track geometric requirements and much increased dynamic wheel load effects on IRJs result. Material degradation and damage to the rail ends at the discontinuity therefore occur. A few studies have been carried out to address this issue globally. A local stress and damage analysis is essential to study the material behaviour of the rail ends with an appropriate elasto-plastic material model. For cyclic loading, a kinematic hardening material model alone is not enough to predict ratchetting damage, plastic deformation and initiation of rolling contact fatigue (RCF) defects at the rail ends of IRJs.In this paper, a three-dimensional (3D) finite element analysis (FEA) is carried out to study the distribution of stresses and strains in the vicinity of the IRJs using modified Hertzian Contact Theory (HCT). A solid rail model with a 10 mm thick fibreglass insulating endpost filling the rail discontinuity is considered and two beam elements are connected to the solid rail model by equation constraints. A 5 mm fibreglass endpost is also considered for comparison purposes. A combination of nonlinear kinematic and isotropic hardening material models is considered in the simulation. A local stress analysis model, called sub-modelling, is incorporated to capture degradation of materials accurately and to obtain ratchetting damage of the endpost material of the IRJ. It also captures the decay of the ratchetting rate. The effects of cyclic wheel loads on the IRJ are also presented. The analysis indicates that material degradation occurs progressively due to the loading spectra. Simulation results also present the IRJs mechanical behaviour with response to endpost thicknesses for enhancing better geometric design of IRJs. 相似文献
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Zhongqi Shi Jiping Wang Guanjun Qiao Zhihao Jin 《Materials Science and Engineering: A》2008,492(1-2):29-34
Al2O3/h-BN machinable composites were fabricated by pressureless sintering at 1750 °C for 2 h in nitrogen atmosphere. The relative density of the sintered composites decreased, while the porosity increased with increasing h-BN content. By adding 20 vol.% h-BN to the composites, the porosity increased up to 16.7%. The effects of weak boundary phases (WBP), including h-BN and pores, on the microstructure, mechanical properties and machinability of the composites were investigated. The flexural strength, fracture toughness, Young's modulus and hardness of the composites decreased with increasing WBP content. When WBP content increased up to 18.8 vol.%, the composites can be machined easily by cemented carbide drills. Furthermore, the machining mechanisms of the composites were investigated using Hertzian contact tests. 相似文献
17.
P. Wriggers L. Krstulovic‐Opara J. Korelc 《International journal for numerical methods in engineering》2001,51(12):1469-1495
Finite deformation contact problems are associated with large sliding in the contact area. Thus, in the discrete problem a slave node can slide over several master segments. Standard contact formulations of surfaces discretized by low order finite elements leads to sudden changes in the surface normal field. This can cause loss of convergence properties in the solution procedure and furthermore may initiate jumps in the velocity field in dynamic solutions. Furthermore non‐smooth contact discretizations can lead to incorrect results in special cases where a good approximation of the contacting surfaces is needed. In this paper a smooth contact discretization is developed which circumvents most of the aformentioned problems. A smooth deformed surface with no slope discontinuities between segments is obtained by a C1‐continuous interpolation of the master surface. Different forms of discretizations are possible. Among these are Bézier, Hermitian or other types of spline interpolations. In this paper we compare two formulations which can be used to obtain smooth normal and tangent fields for frictional contact of deformable bodies. The formulation is developed for two‐dimensional applications and includes finite deformation behaviour. Examples show the performance of the new discretization technique for contact. Copyright © 2001 John Wiley & Sons, Ltd. 相似文献
18.
J. C. DEL CA
O F. PARIS 《International journal for numerical methods in engineering》1997,40(12):2301-2320
This paper is concerned with the effects of the piecewise approximation of the geometry of contacting solids, in which a discontinuity of the normal outward boundary vector is, in general, implied. This discontinuity is shown to be of particular relevance when contact takes place on a curved surface, and sliding occurs. Only load-independent receding contact problems are considered. The behaviour of a sliding contact zone having a corner inside is investigated first, by means of a particular problem. Then, it is shown that using curved elements, a meshing refinement process can reduce the effects of unreal corners, whereas discretizations based on flat elements may produce unacceptable results regardless of the performed meshing refinement. Chances to overcome this drawback are recognized for some special flat boundary elements, but others are to be discarded for these kinds of problems. A parameter to quantify the error due to unreal stress concentrations is proposed. Two-dimensional examples discretized using boundary elements are presented for illustration purposes. © 1997 John Wiley & Sons, Ltd. 相似文献
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S. Das Bakshi A. Leiro B. Prakash H. K. D. H. Bhadeshia 《Materials Science & Technology》2015,31(14):1735-1744
The dry rolling–sliding wear behaviour of pearlite that has an interlamellar spacing of just 85 nm has been characterised. Its wear resistance is found to be comparable to that of much harder bainitic steels. Microstructural observations indicate that there is substantial plastic deformation of both ferrite and cementite components of pearlite in the vicinity of the wear surface. Plasticity is not expected from Hertzian analysis that assumes a smooth contact surface. Instead, it is likely to be a consequence of exaggerated stresses due to surface roughness. The material remains ductile to shear strains in the order of 4. Diffraction data indicate that the coherent domain size is reduced to about half the interlamellar spacing and that some of the cementite may dissolve and contribute to the expansion of the lattice parameter of ferrite. 相似文献