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ELEMENT FUNCTIONS OF DISCRETE OPERATOR DIFFERENCE METHOD
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作者 田中旭 唐立民 刘正兴 《Applied Mathematics and Mechanics(English Edition)》 SCIE EI 2002年第6期619-626,共8页
The discrete scheme called discrete operator difference for differential equations was given. Several difference elements for plate bending problems and plane problems were given. By investigating these elements, the ... The discrete scheme called discrete operator difference for differential equations was given. Several difference elements for plate bending problems and plane problems were given. By investigating these elements, the ability of the discrete forms expressing to the element functions was talked about. In discrete operator difference method, the displacements of the elements can be reproduced exactly in the discrete forms whether the displacements are conforming or not. According to this point, discrete operator difference method is a method with good performance. 展开更多
关键词 discrete operator difference method element function reproduce exactly
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THE DYNAMICAL BEHAVIOR OF FULLY DISCRETE SPECTRAL METHOD FOR NONLINEAR SCHRODINGER EQUATION WITH WEAKLY DAMPED 被引量:3
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作者 向新民 《Numerical Mathematics A Journal of Chinese Universities(English Series)》 SCIE 1999年第2期165-176,共12页
Nonlinear Schrodinger equation (NSE) arises in many physical problems. It is a very important equation. A lot of works studied the wellposed, the existence of solution of NSE etc. And there are many works studied the ... Nonlinear Schrodinger equation (NSE) arises in many physical problems. It is a very important equation. A lot of works studied the wellposed, the existence of solution of NSE etc. And there are many works studied the numerical methods for it. Recently, since the development of infinite dimensional dynamic system the dynamical behavior of NSE has been investigated. The paper [1] studied the long time wellposedness, the existence of universal attractor and the estimate of Lyapunov exponent for NSE with weakly damped. At the same time it was need to study the large time new computational methods and to discuss its convergence error estimate, the existence of approximate attractors etc. In this pape we study the NSE with weakly damped (1.1). We assume,where 0【λ【2 is a constant. If we wish to construct the higher accuracy computational scheme, it will be difficult that staigh from the equation (1.1). Therefore we start with (1. 4) and use fully discrete Fourier spectral method with time difference to 展开更多
关键词 nonlinear SCHRODINGER equation INFINITE dimensional dynamic system dynamical behavior fully discrete spectral method large TIME convergence difference scheme vrich TIME differ-
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Finite difference streamline diffusion method using nonconforming space for incompressible time-dependent Navier-Stokes equations 被引量:1
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作者 陈刚 冯民富 何银年 《Applied Mathematics and Mechanics(English Edition)》 SCIE EI 2013年第9期1083-1096,共14页
This paper proposes a new nonconforming finite difference streamline diffusion method to solve incompressible time-dependent Navier-Stokes equations with a high Reynolds number. The backwards difference in time and th... This paper proposes a new nonconforming finite difference streamline diffusion method to solve incompressible time-dependent Navier-Stokes equations with a high Reynolds number. The backwards difference in time and the Crouzeix-Raviart (CR) element combined with the P0 element in space are used. The result shows that this scheme has good stabilities and error estimates independent of the viscosity coefficient. 展开更多
关键词 Navier-Stokes equation high Reynolds number Ladyzhenskaya-Babugka- Brezzi (LBB) condition finite difference streamline diffusion method discrete Gronwall's inequality
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Finite Difference Method of Modelling Groundwater Flow
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作者 Magnus.U. Igboekwe N. J. Achi 《Journal of Water Resource and Protection》 2011年第3期192-198,共7页
In this study, finite difference method is used to solve the equations that govern groundwater flow to obtain flow rates, flow direction and hydraulic heads through an aquifer. The aim therefore is to discuss the prin... In this study, finite difference method is used to solve the equations that govern groundwater flow to obtain flow rates, flow direction and hydraulic heads through an aquifer. The aim therefore is to discuss the principles of Finite Difference Method and its applications in groundwater modelling. To achieve this, a rectangular grid is overlain an aquifer in order to obtain an exact solution. Initial and boundary conditions are then determined. By discretizing the system into grids and cells that are small compared to the entire aquifer, exact solutions are obtained. A flow chart of the computational algorithm for particle tracking is also developed. Results show that under a steady-state flow with no recharge, pathlines coincide with streamlines. It is also found that the accuracy of the numerical solution by Finite Difference Method is largely dependent on initial particle distribution and number of particles assigned to a cell. It is therefore concluded that Finite Difference Method can be used to predict the future direction of flow and particle location within a simulation domain. 展开更多
关键词 Finite difference method GROUNDWATER MODELLING Particle Tracking Algorithm discretIZATION Flow Rates HYDRAULIC HEADS
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GPU-Based Simulation of Dynamic Characteristics of Ballasted Railway Track with Coupled Discrete-Finite Element Method
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作者 Xu Li YingYan +1 位作者 Shuai Shao Shunying Ji 《Computer Modeling in Engineering & Sciences》 SCIE EI 2021年第2期645-671,共27页
Considering the interaction between a sleeper,ballast layer,and substructure,a three-dimensional coupled discrete-finite element method for a ballasted railway track is proposed in this study.Ballast granules with irr... Considering the interaction between a sleeper,ballast layer,and substructure,a three-dimensional coupled discrete-finite element method for a ballasted railway track is proposed in this study.Ballast granules with irregular shapes are constructed using a clump model using the discrete element method.Meanwhile,concrete sleepers,embankments,and foundations are modelled using 20-node hexahedron solid elements using the finite element method.To improve computational efficiency,a GPU-based(Graphics Processing Unit)parallel framework is applied in the discrete element simulation.Additionally,an algorithm containing contact search and transfer parameters at the contact interface of discrete particles and finite elements is developed in the GPU parallel environment accordingly.A benchmark case is selected to verify the accuracy of the coupling algorithm.The dynamic response of the ballasted rail track is analysed under different train speeds and loads.Meanwhile,the dynamic stress on the substructure surface obtained by the established DEM-FEM model is compared with the in situ experimental results.Finally,stress and displacement contours in the cross-section of the model are constructed to further visualise the response of the ballasted railway.This proposed coupling model can provide important insights into high-performance coupling algorithms and the dynamic characteristics of full scale ballasted rail tracks. 展开更多
关键词 Ballasted track coupled discrete element-finite element method GPU parallel algorithm dynamic characteristics
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Equivalent low-order angular flux nonlinear finite difference equation of MOC transport calculation 被引量:6
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作者 Li-Xun Liu Chen Hao Yun-Lin Xu 《Nuclear Science and Techniques》 SCIE EI CAS CSCD 2020年第12期139-151,共13页
The key issue in accelerating method of characteristics(MOC)transport calculations is in obtaining a completely equivalent low-order neutron transport or diffusion equation.Herein,an equivalent low-order angular flux ... The key issue in accelerating method of characteristics(MOC)transport calculations is in obtaining a completely equivalent low-order neutron transport or diffusion equation.Herein,an equivalent low-order angular flux nonlinear finite difference equation is proposed for MOC transport calculations.This method comprises three essential features:(1)the even parity discrete ordinates method is used to build a low-order angular flux nonlinear finite difference equation,and different boundary condition treatments are proposed;(2)two new defined factors,i.e.,the even parity discontinuity factor and odd parity discontinuity factor,are strictly defined to achieve equivalence between the low-order angular flux nonlinear finite difference method and MOC transport calculation;(3)the energy group and angle are decoupled to construct a symmetric linear system that is much easier to solve.The equivalence of this low-order angular flux nonlinear finite difference equation is analyzed for two-dimensional(2D)pin,2D assembly,and 2D C5G7 benchmark problems.Numerical results demonstrate that a low-order angular flux nonlinear finite difference equation that is completely equivalent to the pin-resolved transport equation is established. 展开更多
关键词 Angular flux EQUIVALENCE Even parity discrete ordinates method Nonlinear finite difference
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A UNIVERSAL APPROACH FOR CONTINUOUS OR DISCRETE NONLINEAR PROGRAMMINGS WITH MULTIPLE VARIABLES AND CONSTRAINTS
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作者 孙焕纯 王跃芳 柴山 《Applied Mathematics and Mechanics(English Edition)》 SCIE EI 2005年第10期1284-1292,共9页
A universal numerical approach for nonlinear mathematic programming problems is presented with an application of ratios of first-order differentials/differences of objective functions to constraint functions with resp... A universal numerical approach for nonlinear mathematic programming problems is presented with an application of ratios of first-order differentials/differences of objective functions to constraint functions with respect to design variables. This approach can be efficiently used to solve continuous and, in particular, discrete programmings with arbitrary design variables and constraints. As a search method, this approach requires only computations of the functions and their partial derivatives or differences with respect to design variables, rather than any solution of mathematic equations. The present approach has been applied on many numerical examples as well as on some classical operational problems such as one-dimensional and two-dimensional knap-sack problems, one-dimensional and two-dimensional resource-distribution problems, problems of working reliability of composite systems and loading problems of machine, and more efficient and reliable solutions are obtained than traditional methods. The present approach can be used without limitation of modeling scales of the problem. Optimum solutions can be guaranteed as long as the objective function, constraint functions and their First-order derivatives/differences exist in the feasible domain or feasible set. There are no failures of convergence and instability when this approach is adopted. 展开更多
关键词 continuous or discrete nonlinear programming search algorithm relative differential/difference method
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An Implicit-Explicit Computational Method Based on Time Semi-Discretization for Pricing Financial Derivatives with Jumps
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作者 Yang Wang 《Open Journal of Statistics》 2018年第2期334-344,共11页
This paper considers pricing European options under the well-known of SVJ model of Bates and related computational methods. According to the no-arbitrage principle, we first derive a partial differential equation that... This paper considers pricing European options under the well-known of SVJ model of Bates and related computational methods. According to the no-arbitrage principle, we first derive a partial differential equation that the value of any European contingent claim should satisfy, where the asset price obeys the SVJ model. This equation is numerically solved by using the implicit- explicit backward difference method and time semi-discretization. In order to explain the validity of our method, the stability of time semi-discretization scheme is also proved. Finally, we use a simulation example to illustrate the efficiency of the method. 展开更多
关键词 SVJ Model of Bates Time SEMI-discretIZATION Stability NO-ARBITRAGE Principle Implicit-Explicit BACKWARD difference method
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基于DEM-FDM耦合的平行隧道间钢套管下旋施工影响研究
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作者 徐泽宇 杨涛 周小波 《岩土工程学报》 EI CAS 北大核心 2025年第1期207-216,共10页
采用离散元-有限差分耦合数值方法研究平行隧道间钢套管下旋施工的影响。根据工程实例建立数值模型,并通过对比模拟值与实测值验证了数值分析方法的合理性。数值模型分析了双隧道-静压、双隧道-旋压、单隧道-旋压等3种工况下隧道和土层... 采用离散元-有限差分耦合数值方法研究平行隧道间钢套管下旋施工的影响。根据工程实例建立数值模型,并通过对比模拟值与实测值验证了数值分析方法的合理性。数值模型分析了双隧道-静压、双隧道-旋压、单隧道-旋压等3种工况下隧道和土层的受力变形特性。结果表明:钢套管旋压施工导致隧道产生的横向位移为静压施工的163.5%,单隧道工况下的隧道横、竖向变形分别较双隧道工况增加32.7%和53.4%;旋压相较于静压可以有效减小管片的收敛变形,而单隧道工况的收敛变形为双隧道工况的2倍;旋压工况下,随钢套管沉入深度增加,旋转指数先增加后减小,最大值发生在套管下沉至隧道拱顶附近,而在静压工况下需重点关注竖向旋转引起的管片错位;对于双隧道-旋压工况,应重点关注施工初期由于土体水平位移引起的地层变位和施工后期土体竖向位移可能导致的机械倾覆和钢套管的垂直度误差;隧道管片应力分布区域及特征与钢套管动态施工过程紧密相关,应在不同阶段采用相应的管片补强措施。 展开更多
关键词 桩基础 隧道工程 离散元-有限差分法 钢套管 受力变形
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基于颗粒流软件探究不同CFRP布层数对轴压煤圆柱能量演化的影响
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作者 李庆文 潘创创 +5 位作者 张学磊 钟宇奇 李玲 聂帆帆 李雯霞 徐梦娇 《高压物理学报》 北大核心 2025年第4期89-106,共18页
为探究不同碳纤维增强复合材料(carbon fiber reinforced plastic,CFRP)布层数对轴压煤圆柱力学特性及能量演化的影响,结合室内单轴压缩试验,采用有限差分-离散元法(FDM-DEM)进行数值模拟。试验结果表明,无论是未约束煤圆柱,还是CFRP约... 为探究不同碳纤维增强复合材料(carbon fiber reinforced plastic,CFRP)布层数对轴压煤圆柱力学特性及能量演化的影响,结合室内单轴压缩试验,采用有限差分-离散元法(FDM-DEM)进行数值模拟。试验结果表明,无论是未约束煤圆柱,还是CFRP约束样本,应力-应变曲线均经历了压密、弹性、屈服和峰后4个阶段。CFRP布约束样本在屈服和峰后阶段表现出明显的延性破坏,其平均峰值应力、峰值应变和弹性模量分别比未约束样本高出约2、2.5和1倍。数值模拟结果显示:随着CFRP布层数增加,峰值应变和峰值应力分别提升至733%和548%;而弹性模量并未单调上升,表明在设计CFRP布层数时需平衡强度与刚度。此外,CFRP布层数的增加导致破坏机制由张拉破坏转变为剪切破坏,表明其对煤圆柱的应力分布和破坏过程影响显著。煤圆柱的总能量和耗散能随着CFRP布层数的增加显著提升,能量吸收效率最高可达10.51倍,显示其抗失稳能力显著增强。为量化CFRP布的约束效应,引入了“等效厚度”概念,发现其随着CFRP布层数增加呈非线性增长趋势,且在6.78层时,等效厚度趋近于无穷大,说明了CFRP布在提升煤圆柱结构稳定性方面的重要性,为未来研究提供了重要参考。 展开更多
关键词 单轴压缩 碳纤维增强复合材料布 煤圆柱 有限差分-离散元法 能量演化 等效厚度
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Simulation of random mixed packing of different density particles 被引量:1
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作者 李元元 夏伟 +3 位作者 周照耀 何克晶 钟文镇 吴苑标 《Chinese Physics B》 SCIE EI CAS CSCD 2010年第2期336-341,共6页
This paper presents the effects of density difference on the three-dimensional (3D) distribution of random mixed packing. The random mixed packing dynamics of particles of two different densities are simulated. The ... This paper presents the effects of density difference on the three-dimensional (3D) distribution of random mixed packing. The random mixed packing dynamics of particles of two different densities are simulated. The initial state is homogeneous, but the final packing state is inhomogeneous. The segregation phenomenon (inhomogeneous distribution) is also observed. In the final state, the top layers are composed of mostly light particles. The several layers beneath the top contain more heavy particles than light particles. At the bottom, they also contain more heavy particles than light particles. Furthermore, at both the top and the bottom, particle clustering is observed. The current study also analyses the cause of this inhomogeneity in detail. The main cause of this phenomenon is the velocity difference after collision of these two types of particles induced by the density difference. The present study reveals that even if particles were perfectly mixed, the packing process would lead to the final inhomogeneous mixture. It suggests that special treatment may be required to get the true homogeneous packing. 展开更多
关键词 mixed packing different densities granular particle discrete element method simulation
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New homotopy analysis transform method for solving the discontinued problems arising in nanotechnology 被引量:4
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作者 M.M.Khader Sunil Kumar S.Abbasbandy 《Chinese Physics B》 SCIE EI CAS CSCD 2013年第11期135-139,共5页
We present a new reliable analytical study for solving the discontinued problems arising in nanotechnology. Such problems are presented as nonlinear differential-difference equations. The proposed method is based on t... We present a new reliable analytical study for solving the discontinued problems arising in nanotechnology. Such problems are presented as nonlinear differential-difference equations. The proposed method is based on the Laplace trans- form with the homotopy analysis method (HAM). This method is a powerful tool for solving a large amount of problems. This technique provides a series of functions which may converge to the exact solution of the problem. A good agreement between the obtained solution and some well-known results is obtained. 展开更多
关键词 discretized mKdV lattice equation nonlinear differential-difference equations Laplace transform homotopy analysis transform method
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Convergence and Error of Some Numerical Methods for Solving a Convection-Diffusion Problem
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作者 Gabriela Nut Ioana Chiorean Petru Blaga 《Applied Mathematics》 2013年第5期72-79,共8页
We use the local Fourier analysis to determine the properties of the multigrid method when used in modeling the skin penetration of a drug. The analyses of these properties can be very in designing an efficient struct... We use the local Fourier analysis to determine the properties of the multigrid method when used in modeling the skin penetration of a drug. The analyses of these properties can be very in designing an efficient structure of the multigrid method and in comparing the element and finite difference discretization techniques. After the theoretical results obtained, we also present some numerical results for a problem for which the solution is known. 展开更多
关键词 Time Dependent CONVECTION Diffusion MULTIGRID method FINITE Element and FINITE differenceS discretIZATION
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THEORETICAL ANALYSES ON DISCRETE FORMULAE OF DIRECTIONAL DIFFERENTIALS IN THE FINITE POINT METHOD
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作者 Guixia Lv Longjun Shen 《Journal of Computational Mathematics》 SCIE CSCD 2022年第1期1-25,共25页
For the five-point discrete formulae of directional derivatives in the finite point method,overcoming the challenge resulted from scattered point sets and making full use of the explicit expressions and accuracy of th... For the five-point discrete formulae of directional derivatives in the finite point method,overcoming the challenge resulted from scattered point sets and making full use of the explicit expressions and accuracy of the formulae,this paper obtains a number of theoretical results:(1)a concise expression with definite meaning of the complicated directional difference coefficient matrix is presented,which characterizes the correlation between coefficients and the connection between coefficients and scattered geometric characteristics;(2)various expressions of the discriminant function for the solvability of numerical differentials along with the estimation of its lower bound are given,which are the bases for selecting neighboring points and making analysis;(3)the estimations of combinatorial elements and of each element in the directional difference coefficient matrix are put out,which exclude the existence of singularity.Finally,the theoretical analysis results are verified by numerical calculations.The results of this paper have strong regularity,which lay the foundation for further research on the finite point method for solving partial differential equations. 展开更多
关键词 Finite point method Finite difference Scattered point distribution discrete directional differentials Theoretical analysis
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Comparison of Fixed Point Methods and Krylov Subspace Methods Solving Convection-Diffusion Equations
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作者 Xijian Wang 《American Journal of Computational Mathematics》 2015年第2期113-126,共14页
The paper first introduces two-dimensional convection-diffusion equation with boundary value condition, later uses the finite difference method to discretize the equation and analyzes positive definite, diagonally dom... The paper first introduces two-dimensional convection-diffusion equation with boundary value condition, later uses the finite difference method to discretize the equation and analyzes positive definite, diagonally dominant and symmetric properties of the discretization matrix. Finally, the paper uses fixed point methods and Krylov subspace methods to solve the linear system and compare the convergence speed of these two methods. 展开更多
关键词 Finite difference method CONVECTION-DIFFUSION Equation discretIZATION Matrix ITERATIVE method CONVERGENCE Speed
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基于DEM-FDM耦合的过渡段膨胀诱发钢轨上拱研究
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作者 汪优 高天涯 +4 位作者 闫斌 王瑞 陈子娟 张文旭 程建军 《铁道工程学报》 EI CSCD 北大核心 2024年第1期7-12,共6页
研究目的:为分析涵洞过渡段地基膨胀引起的钢轨上拱响应,基于现场测试、室内膨胀试验数据,开展DEM-FDM耦合数值模拟,分析某涵洞附近路基土在膨胀范围为16 m,膨胀中心距离涵洞中心分别为0 m、5 m、10 m这三种工况下,不同膨胀率时基床填... 研究目的:为分析涵洞过渡段地基膨胀引起的钢轨上拱响应,基于现场测试、室内膨胀试验数据,开展DEM-FDM耦合数值模拟,分析某涵洞附近路基土在膨胀范围为16 m,膨胀中心距离涵洞中心分别为0 m、5 m、10 m这三种工况下,不同膨胀率时基床填料的运动规律及钢轨的上拱响应。研究结论:(1)涵洞对于钢轨上拱位移的传递存在阻断作用,但会增大钢轨上拱的峰值,原位膨胀率下工况二的钢轨上拱峰值达到46 mm,当路基膨胀率为0.3%时钢轨上拱位移量达到无砟轨道钢轨可调节临界值(4mm);(2)过渡段钢轨上拱处同时产生轴向应力集中,其中原位膨胀率下工况二轴向应力峰值达到14.4 MPa;(3)对于膨胀区域位于涵洞下方的工况,钢轨轴向应力呈现出来的分布规律为钢轨上拱拱顶处为主拉应力状态,拱脚处为主压应力状态,因此一共包括三个压应力峰值点以及两个拉应力峰值点;(4)本文研究可为高铁涵洞过渡段路基膨胀病害解决方案的确定提供理论依据。 展开更多
关键词 过渡段 路基膨胀 无砟轨道 钢轨上拱 有限差分 离散元
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力-热耦合作用下煤岩动力学特性和破碎机理研究 被引量:1
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作者 李鹏龙 罗宁 +2 位作者 索云琛 柴亚博 孙锐 《爆破》 CSCD 北大核心 2024年第4期8-17,60,共11页
为了安全高效地进军深部煤炭资源开采,开展深地“三高一扰动”环境下煤岩的动态力学特性和破碎机理研究,采用自主改进的∅50 mm高温同步分离式霍普金森压杆(SHPB)试验系统,对25~200℃温度下煤岩进行动态冲击试验研究,并改进ZWT粘弹性本... 为了安全高效地进军深部煤炭资源开采,开展深地“三高一扰动”环境下煤岩的动态力学特性和破碎机理研究,采用自主改进的∅50 mm高温同步分离式霍普金森压杆(SHPB)试验系统,对25~200℃温度下煤岩进行动态冲击试验研究,并改进ZWT粘弹性本构模型建立考虑温度效应的煤岩动态本构方程,基于有限差分-离散元数值模拟研究高温效应对煤岩裂纹发育规律及其动态强度的影响。研究表明:高温冲击作用下煤岩的动态应力应变曲线可划分为四个阶段:压密阶段、弹性阶段、裂纹增长阶段和软化失效阶段;随着温度的增加,煤岩的动态抗压强度和动态弹性模量劣化明显,失效应变呈现增加趋势,吸收能则呈现W型波动趋势;破碎粒径减小,分形维数则呈现明显的线性增加,抗压强度越低,破碎程度越高,破碎模式更为复杂;基于ZWT改进后的动态本构模型良好地表达高温冲击后的应力应变关系,但对压密阶段的表达不甚理想;模拟和试验结果显示煤岩在150℃高温后水成分和吸附气体活跃析出,煤基质受热膨胀破裂,出现明显细观裂纹,并逐渐发育为贯通裂纹,其中以剪切裂纹为主。煤岩在100℃下动态压缩的裂纹发育从受撞击面发育贯通,高温劣化煤岩强度。研究结论为“三高一扰动”深部复杂地况下煤炭资源安全高效开采提供基础理论支持。 展开更多
关键词 深部煤岩 力-热耦合 分离式霍普金森压杆 动态本构模型 有限差分-离散元
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基于离散元-有限差分耦合的轨枕垫对有砟道床横向阻力的影响机制 被引量:2
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作者 谭攀 肖源杰 +4 位作者 姜钰 王萌 王小明 张冲冲 TUTUMLUER Erol 《中南大学学报(自然科学版)》 EI CAS CSCD 北大核心 2024年第2期457-472,共16页
轨枕垫(USP)因其良好的减震性能已广泛应用于铁路轨道结构,现有研究大多集中于USP对轨道结构刚度和振动响应的影响,但对有砟道床横向阻力影响的研究很少。为深入分析USP对道床横向阻力的影响并揭示其作用机理,建立轨枕-USP-有砟道床-路... 轨枕垫(USP)因其良好的减震性能已广泛应用于铁路轨道结构,现有研究大多集中于USP对轨道结构刚度和振动响应的影响,但对有砟道床横向阻力影响的研究很少。为深入分析USP对道床横向阻力的影响并揭示其作用机理,建立轨枕-USP-有砟道床-路基三维系统的精细化离散元-有限差分(DEM-FDM)耦合数值模型,采用典型重载铁路有砟道床横向阻力现场实测结果对模型进行标定和验证,进而模拟分析不同工况组合下USP对轨枕不同位置处(枕底、枕侧和枕端)的横向阻力、道砟颗粒运动和粒间接触力等宏微观指标的影响机制。研究结果表明:在相同的轨枕横向位移下,相较于无USP的轨枕,带USP的轨枕其枕底道砟颗粒运动范围更大,横向阻力也更大,且横向阻力增加部分主要来源于枕底USP的不平整性;USP刚度越大,道床横向阻力也越大;采用USP可增加枕底的横向剪应力和最大法向接触力,且两者数值均随USP刚度的增大而增大。 展开更多
关键词 铁路轨道 有砟道床 道砟 轨枕垫 横向阻力 离散元-有限差分耦合
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水-力耦合作用下层状砂质泥岩力学与渗透性演化机理
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作者 刘新雨 柴肇云 +5 位作者 辛子朋 肖畅 刘向御 李天宇 闫珂 段碧英 《太原理工大学学报》 CAS 北大核心 2024年第6期1000-1011,共12页
【目的】为更好地理解应力作用下煤系层状砂质泥岩的渗透率变化,在应力渗流耦合室内试验的基础上使用离散元模拟研究层状砂质泥岩的力学特征与渗透性。【方法】首先,通过加载方向平行和垂直岩样层理方向的应力渗流耦合室内试验,研究砂... 【目的】为更好地理解应力作用下煤系层状砂质泥岩的渗透率变化,在应力渗流耦合室内试验的基础上使用离散元模拟研究层状砂质泥岩的力学特征与渗透性。【方法】首先,通过加载方向平行和垂直岩样层理方向的应力渗流耦合室内试验,研究砂质泥岩全应力应变加载过程的破坏形式以及与渗透性间的相互关系。其次,在离散元软件PFC2D中首次提出通过求解有限差分法来表征流场流动的方法,该方法能很好地反映砂质泥岩应力应变响应与渗透率变化,所得模拟应力应变及渗透率曲线与试验结果一致,流体沿主裂缝集中流动。最后,基于校准后的参数进行不同层理角度岩样应力与渗透率模拟,探究最大渗透率和峰值强度与层理角度的关系。【结果】结果表明:层状砂质泥岩强度与渗透率具有各向异性;岩样中流场方向、流量大小和接触力链与裂纹密切相关,其中强接触力链集中分布在试样节理处的剪切带附近;随层理角α的增大,峰值强度呈“U”型变化,最大渗透率呈线性减小。【结论】本数值模拟研究方法可充分考虑岩石力学与渗流特性的影响,为围岩防渗加固项目提供理论基础并为离散元模拟流固耦合提供一个新思路。 展开更多
关键词 渗透性 层状砂质泥岩 层理 有限差分法 离散元模拟
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动静组合加载下锚固裂隙岩体的止裂与吸能机理
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作者 韩凤岩 余东峰 +2 位作者 陈瑜 黄林冲 徐志胜 《东南大学学报(自然科学版)》 EI CAS CSCD 北大核心 2024年第6期1418-1424,共7页
为研究锚杆对深部含裂隙岩体的锚固止裂效应,进行了不同冲击气压下的动静组合加载试验.基于优化的锚杆界面力学模型,建立了新型有限差分法-离散元法(FDM-DEM)耦合数值分离式霍普金森杆系统及锚杆模型.对裂隙岩体和锚固裂隙岩体的力学特... 为研究锚杆对深部含裂隙岩体的锚固止裂效应,进行了不同冲击气压下的动静组合加载试验.基于优化的锚杆界面力学模型,建立了新型有限差分法-离散元法(FDM-DEM)耦合数值分离式霍普金森杆系统及锚杆模型.对裂隙岩体和锚固裂隙岩体的力学特性、能量耗散及破坏特征进行了研究,并从细观能量耗散角度阐述了锚杆在动荷载下对裂隙岩体的锚固机理.结果表明:裂隙岩体和锚固裂隙岩体的动态抗压强度随冲击气压的增大而增加,锚杆对裂隙岩体的锚固效应可提高动态抗压强度,减小裂隙岩体的冲击后破坏程度,锚固裂隙岩体能量吸收率变化规律趋同于完整岩体;从细观角度分析,锚杆加固使得裂隙岩体的摩擦滑移耗散能和破坏后碎块携带动能降低,整体吸收能量减少. 展开更多
关键词 动静组合加载 裂隙岩石 力学特性 锚固机理 有限差分法-离散元法(FDM-DEM)耦合
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