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Attractors and a “strange term” in homogenized equation 均匀化方程中的吸引子和“奇异项”
IF 0.8 4区 工程技术 Q4 MECHANICS Pub Date : 2020-11-10 DOI: 10.5802/crmeca.1
K. Bekmaganbetov, G. Chechkin, V. Chepyzhov
We study the behavior of attractors of the reaction–diffusion equation in a perforated domain as the small parameter characterizing the perforation tends to zero. Résumé. Nous étudions le comportement des attracteurs de l’équation de réaction–diffusion dans le domaine perforé car le petit paramètre caractérisant la perforation tend vers zéro.
(We the behavior of attractors of the study in a反应—传播方程perforated domain as the small参数characterizing the穿孔山野to zero。摘要。我们研究了反应扩散方程吸引子在穿孔区域的行为,因为表征穿孔的小参数趋向于零。
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引用次数: 5
Quantitative evaluation of semi-analytical finite element method for modeling Lamb waves in orthotropic plates 半解析有限元法模拟正交各向异性板中兰姆波的定量评价
IF 0.8 4区 工程技术 Q4 MECHANICS Pub Date : 2020-11-10 DOI: 10.5802/crmeca.13
Salah Nissabouri, M. Allami, E. Boutyour
A semi-analytical finite element method algorithm was established to plot the dispersion curves of isotropic aluminum and orthotropic plates. The curves obtained are compared with those plotted by the DISPERSE software and with previous experimental work. The results showed that the accuracy of the method depends on the number of elements for meshing. To ensure good precision and speed of the method, the number of elements per plate thickness must be optimized.
建立了绘制各向同性铝板和正交各向异性板色散曲线的半解析有限元算法。所得到的曲线与分散软件绘制的曲线以及之前的实验结果进行了比较。结果表明,该方法的精度取决于网格单元的数量。为了保证该方法的精度和速度,必须优化每个板厚的单元数。
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引用次数: 4
Exact free vibration of symmetric three-layered curved sandwich beams using dynamic stiffness matrix 采用动刚度矩阵分析对称三层弯曲夹层梁的精确自由振动
IF 0.8 4区 工程技术 Q4 MECHANICS Pub Date : 2020-11-10 DOI: 10.5802/crmeca.45
Daniel Dorostghoal, A. Zare, Ali Alipour Mansourkhani
In the present study, the governing differential equations of motion are developed by using the Hamilton principle for a three-layered curved sandwich beam with symmetric face layers. To develop the dynamic stiffness matrix, the face layers are considered to behave like Euler–Bernoulli beams although only shear deformation occurs in the core. In this research, for computing the natural frequencies of curved sandwich beams, the Wittrick–Williams algorithm is applied. After the procedure is validated by comparison with various published results, to indicate its range of application, natural frequencies of a complex frame are computed. Finally, a parametric study investigated the effect of thickness and curvature for various boundary conditions on the natural frequencies.
本文利用Hamilton原理建立了具有对称面层的三层弯曲夹层梁的运动控制微分方程。为了建立动刚度矩阵,表面层被认为具有欧拉-伯努利梁的行为,尽管核心只发生剪切变形。本研究采用Wittrick-Williams算法计算弯曲夹层梁的固有频率。在与各种已发表的结果进行比较验证后,计算了复杂框架的固有频率,以表明其适用范围。最后,对不同边界条件下厚度和曲率对固有频率的影响进行了参数化研究。
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引用次数: 0
Plastic-damage-response analysis of glass/polyester filament wound structures: 3D meso-scale numerical modelling, experimental identification and validation 玻璃/聚酯长丝缠绕结构的塑性损伤响应分析:三维细观数值模拟、实验识别与验证
IF 0.8 4区 工程技术 Q4 MECHANICS Pub Date : 2020-11-10 DOI: 10.5802/crmeca.10
H. Boussetta, A. Laksimi, H. Kebir, M. Beyaoui, L. Walha, M. Haddar
The aim of this paper is to propose a theoretical meso-model describing the nonlinear behaviour of filament wound glass–polyester composite structures based on a progressive damage and failure analysis. This model has been implemented in the finite element modelling software Abaqus through the user material subroutine and then validated by experimental investigations. Numerical results have been compared with experimental data obtained from a set of tests on representative specimens using the strain measurement technique.
本文的目的是提出一个描述纤维缠绕玻璃-聚酯复合材料结构非线性行为的理论细观模型,该模型基于渐进损伤和失效分析。该模型通过用户材料子程序在有限元建模软件Abaqus中实现,并通过实验研究进行了验证。采用应变测量技术对具有代表性的试样进行了一系列试验,并将数值结果与实验数据进行了比较。
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引用次数: 0
Static and buckling analyses of stiffened plate/shell structures using the quadrilateral element SQ4C 用四边形单元SQ4C分析加筋板壳结构的静力和屈曲
IF 0.8 4区 工程技术 Q4 MECHANICS Pub Date : 2020-10-06 DOI: 10.5802/crmeca.7
H. Ton-that, H. Nguyen-Van, T. Chau-Dinh
In the present study, a novel quadrilateral element, namely SQ4C, combined with the Timoshenko beam element is proposed for the static and buckling analyses of stiffened plate/shell structures. The idea behind these elements is a treatment for shear locking as well as membrane locking arising from the framework of the first-order shear deformation theory and a mesh with curved shell geometry. Formulations with eccentricity are also presented in this paper for the general case. The static and buckling analysis solutions and comparison with other available numerical solutions are presented to illustrate the robustness of the proposed elements to stiffened plate/shell structures. This paper also helps engineers in supplementing their knowledge.
在本研究中,提出了一种新的四边形单元,即SQ4C,结合Timoshenko梁单元,用于加筋板壳结构的静力和屈曲分析。这些元素背后的思想是对剪切锁定和膜锁定的处理,这些锁锁是由一阶剪切变形理论和曲面壳几何网格的框架产生的。对于一般情况,本文也给出了带偏心的计算公式。给出了静力和屈曲分析解,并与其他可用的数值解进行了比较,以说明所提出的单元对加筋板壳结构的鲁棒性。本文也有助于工程师补充他们的知识。
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引用次数: 4
Correspondence between de Saint-Venant and Boussinesq 3: de Saint-Venant’s professional career and private life 圣维南与布西内克的通信3:圣维南的职业生涯与私人生活
IF 0.8 4区 工程技术 Q4 MECHANICS Pub Date : 2020-10-06 DOI: 10.5802/crmeca.40
W. Hager, K. Hutter, O. Castro-Orgaz
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引用次数: 3
Lower bound estimates of blow-up time for a quasilinear hyperbolic equation with superlinear sources 具有超线性源的拟线性双曲型方程爆破时间的下界估计
IF 0.8 4区 工程技术 Q4 MECHANICS Pub Date : 2020-10-06 DOI: 10.5802/crmeca.9
G. Zu, Fang-lan Li
This paper deals with the lower bound for blow-up solutions to a quasilinear hyperbolic equation with strong damping. An inverse Hölder inequality with a correction constant is employed to overcome the difficulty caused by the failure of the embedding inequality. Moreover, a lower bound for blow-up time is obtained by constructing a new control functional with a small dissipative term and by applying an inverse Hölder inequality as well as energy inequalities. This result gives a positive answer to the open problem presented in [1].
研究一类强阻尼拟线性双曲型方程爆破解的下界。采用带修正常数的逆Hölder不等式克服了嵌入不等式失效所带来的困难。此外,通过构造一个新的具有小耗散项的控制泛函,并应用一个逆Hölder不等式和能量不等式,得到了爆破时间的下界。该结果对[1]中提出的开放问题给出了一个肯定的答案。
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引用次数: 0
Analyzing orthogonal cutting process using SPH method by kinematic cutting tool 利用SPH方法分析了运动学刀具的正交切削过程
IF 0.8 4区 工程技术 Q4 MECHANICS Pub Date : 2020-06-24 DOI: 10.5802/crmeca.6
M. Dehghani, A. Shafiei, M. M. Abootorabi
In this paper, the orthogonal cutting process is studied using Smooth Particle Hydrodynamic (SPH) method by a kinematic rigid cutting tool and two work-piece material models: perfectly elastic-plastic (EPP) model and Johnson–Cook (JC) model. The kinematic tool means that if the cutting tool is assumed a rigid body then the horizontal component speed of work-piece particles at cutting tool region are modified to the cutting speed. The chip shapes of orthogonal cutting process using SPH method with kinematic and kinetic tool models are compared with the experimental results. The chip obtained by the simulation with kinematic tool is more similar to the experimental results. Von-Mises stress distribution at different states of the orthogonal cutting process is investigated. The maximum stress occurs at the shear plane and causes the formation of chip teeth. Comparisons between chips of work-pieces with two material models are investigated including different rake angles of 5, 10 and 17.5◦ with feed rates of 0.3 and 0.4 mm/rev and the cutting forces of the process are obtained. The cutting force of process with 17.5◦ rake angle, 0.4 mm/rev feed rate and 800 m/min cutting speed is validated using experimental result.
本文采用光滑颗粒流体动力学(SPH)方法,采用运动刚性刀具和完全弹塑性(EPP)模型和Johnson-Cook (JC)模型两种工件材料模型,对正交切削过程进行了研究。刀具运动是指假设刀具为刚体时,将工件颗粒在刀具区域的水平分量速度修正为切削速度。采用SPH方法,结合刀具运动学模型和动力学模型,对正交切削过程的切屑形状与实验结果进行了比较。用运动学工具仿真得到的芯片与实验结果更接近。研究了正交切削过程中不同状态下的Von-Mises应力分布。最大应力发生在剪切面,导致切屑齿的形成。对前倾角为5、10和17.5◦、进给速度分别为0.3和0.4 mm/rev的两种材料模型下的工件切屑进行了比较,得到了加工过程的切削力。实验结果验证了17.5◦前倾角、0.4 mm/rev进给速率、800 m/min切削速度下的切削力。
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引用次数: 1
Correspondence between de Saint-Venant and Boussinesq 2: Boussinesq’s professional and private life up to 1886 圣维南和布西内斯克之间的通信2:布西内斯克的职业和私人生活直到1886年
IF 0.8 4区 工程技术 Q4 MECHANICS Pub Date : 2020-06-24 DOI: 10.5802/crmeca.8
W. Hager, K. Hutter, O. Castro-Orgaz
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引用次数: 2
Optimal influence cover for an element free Galerkin MFree method based on artificial neural network 基于人工神经网络的无单元Galerkin MFree方法的最优影响覆盖
IF 0.8 4区 工程技术 Q4 MECHANICS Pub Date : 2020-01-01 DOI: 10.5802/crmeca.5
Imane Hajjout, Manal Haddouch, El Mostapha Boudi
The present investigation presents an efficient meshless method based on the weak form of an element-free-Galerkin method. The formulation of the numerical solution was conducted using an artificial neural network (ANN) approach to compute the optimal number of nodes in the influence domain for each point of interest. The numerical results using the ANN model were tested and compared with different approaches in the literature. Results show a reduction in the computational cost and an enhancement in an error criterion of up to 11%.
本文基于无单元伽辽金法的弱形式,提出了一种有效的无网格方法。采用人工神经网络(ANN)方法计算每个感兴趣点的影响域中的最优节点数,从而制定了数值解。利用人工神经网络模型对数值结果进行了检验,并与文献中不同方法进行了比较。结果表明,该方法降低了计算成本,误差标准提高了11%。
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引用次数: 1
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