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High Order Compact Difference Scheme and Multigrid Method for 2D Elliptic Problems with Variable Coefficients and Interior/Boundary Layers on Nonuniform Grids
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作者 Bin Lan Yongbin Ge +1 位作者 Yan Wang Yong Zhan 《Journal of Applied Mathematics and Physics》 2015年第5期509-523,共15页
In this paper, a high order compact difference scheme and a multigrid method are proposed for solving two-dimensional (2D) elliptic problems with variable coefficients and interior/boundary layers on nonuniform grids.... In this paper, a high order compact difference scheme and a multigrid method are proposed for solving two-dimensional (2D) elliptic problems with variable coefficients and interior/boundary layers on nonuniform grids. Firstly, the original equation is transformed from the physical domain (with a nonuniform mesh) to the computational domain (with a uniform mesh) by using a coordinate transformation. Then, a fourth order compact difference scheme is proposed to solve the transformed elliptic equation on uniform girds. After that, a multigrid method is employed to solve the linear algebraic system arising from the difference equation. At last, the numerical experiments on some elliptic problems with interior/boundary layers are conducted to show high accuracy and high efficiency of the present method. 展开更多
关键词 ELLIPTIC Equation COORDINATE Transformation High Order compact Difference Scheme MULTIGRID Method Interior/boundary Layer
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A Compact Difference Scheme for Multi-point Boundary Value Problems of Heat Equations
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作者 Xuping Wang Zhizhong Sun 《Communications on Applied Mathematics and Computation》 2019年第4期545-563,共19页
In this paper,a compact difference scheme is established for the heat equations with multi-point boundary value conditions.The truncation error of the difference scheme is O(τ2+h^4),where t and h are the temporal ste... In this paper,a compact difference scheme is established for the heat equations with multi-point boundary value conditions.The truncation error of the difference scheme is O(τ2+h^4),where t and h are the temporal step size and the spatial step size.A prior estimate of the difference solution in a weighted norm is obtained.The unique solvability,stability and convergence of the difference scheme are proved by the energy method.The theoretical statements for the solution of the difference scheme are supported by numerical examples. 展开更多
关键词 Heat EQUATION - Multi-point boundary VALUE CONDITION compact DIFFERENCE scheme Energy method
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Fourth-Order Compact Formulation for the Resolution of Heat Transfer in Natural Convection of Water-Cu Nanofluid in a Square Cavity with a Sinusoidal Boundary Thermal Condition
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作者 Mostafa Zaydan Naoufal Yadil +2 位作者 Zoubair Boulahia Abderrahim Wakif Rachid Sehaqui 《World Journal of Nano Science and Engineering》 2016年第2期70-89,共20页
In the present work, we numerically study the laminar natural convection of a nanofluid confined in a square cavity. The vertical walls are assumed to be insulated, non-conducting, and impermeable to mass transfer. Th... In the present work, we numerically study the laminar natural convection of a nanofluid confined in a square cavity. The vertical walls are assumed to be insulated, non-conducting, and impermeable to mass transfer. The horizontal walls are differentially heated, and the low is maintained at hot condition (sinusoidal) when the high one is cold. The objective of this work is to develop a new height accurate method for solving heat transfer equations. The new method is a Fourth Order Compact (F.O.C). This work aims to show the interest of the method and understand the effect of the presence of nanofluids in closed square systems on the natural convection mechanism. The numerical simulations are performed for Prandtl number ( ), the Rayleigh numbers varying between  and for different volume fractions varies between 0% and 10% for the nanofluid (water + Cu). 展开更多
关键词 NANOFLUID Heat Transfer Natural Convection Fourth-Order compact (F.O.C) Formulation Numerical Performance Sinusoidal boundary Thermal Condition
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考虑侧向刚柔边界约束的黄土填方路基沉降计算方法 被引量:1
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作者 贾金青 韩猛 +1 位作者 李哲 涂兵雄 《中南大学学报(自然科学版)》 EI CAS CSCD 北大核心 2024年第2期730-741,共12页
提出一种新的考虑刚柔边界约束和侧向变形的黄土填方路基沉降计算方法。基于自主研发的三向加载设备和室内压缩试验,分析不同竖向加载方式和不同侧向约束对土体竖向及侧向变形的影响,提出考虑土体压实度和围压的边界影响系数,建立压实... 提出一种新的考虑刚柔边界约束和侧向变形的黄土填方路基沉降计算方法。基于自主研发的三向加载设备和室内压缩试验,分析不同竖向加载方式和不同侧向约束对土体竖向及侧向变形的影响,提出考虑土体压实度和围压的边界影响系数,建立压实黄土侧向应变模型,给出考虑刚柔边界条件和侧向变形的黄土路基沉降计算方法。研究结果表明:边界影响系数与路基压实度和围压都呈正相关,且刚柔约束边界对黄土压缩性指标的影响程度最高能达到40%。提出的竖向和三向边界影响系数综合考虑了路基压实度、侧向围压以及边界条件的影响。利用工程实例验证了新模型计算方法的准确性和实用性,提高了传统分层总和法的精度。 展开更多
关键词 道路工程 压实黄土 刚柔边界 沉降计算方法
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Fast High Order Algorithm for Three-Dimensional Helmholtz Equation Involving Impedance Boundary Condition with Large Wave Numbers
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作者 Chengjie Tong Xianqi Fang Meiling Zhao 《American Journal of Computational Mathematics》 2023年第2期211-229,共19页
Acoustic fields with impedance boundary conditions have high engineering applications, such as noise control and evaluation of sound insulation materials, and can be approximated by three-dimensional Helmholtz boundar... Acoustic fields with impedance boundary conditions have high engineering applications, such as noise control and evaluation of sound insulation materials, and can be approximated by three-dimensional Helmholtz boundary value problems. Finite difference method is widely applied to solving these problems due to its ease of use. However, when the wave number is large, the pollution effects are still a major difficulty in obtaining accurate numerical solutions. We develop a fast algorithm for solving three-dimensional Helmholtz boundary problems with large wave numbers. The boundary of computational domain is discrete based on high-order compact difference scheme. Using the properties of the tensor product and the discrete Fourier sine transform method, the original problem is solved by splitting it into independent small tridiagonal subsystems. Numerical examples with impedance boundary conditions are used to verify the feasibility and accuracy of the proposed algorithm. Results demonstrate that the algorithm has a fourth- order convergence in  and -norms, and costs less CPU calculation time and random access memory. 展开更多
关键词 Impedance boundary Condition Helmholtz Equation compact Finite Difference Fourier Sine Transform Large Wave Numbers
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带色散的四阶抛物型方程的紧致差分格式 被引量:1
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作者 李冉冉 王红玉 开依沙尔·热合曼 《山东科技大学学报(自然科学版)》 CAS 北大核心 2024年第1期82-88,共7页
本研究提出一种有效求解带色散四阶抛物型方程的四阶紧致差分格式。对该方程的空间变量用四阶紧致差分格式进行离散,对离散之后得到的常微分方程组用三次Hermite插值法进行求解,得到一种空间和时间方向上都具有四阶精度的数值格式,并用... 本研究提出一种有效求解带色散四阶抛物型方程的四阶紧致差分格式。对该方程的空间变量用四阶紧致差分格式进行离散,对离散之后得到的常微分方程组用三次Hermite插值法进行求解,得到一种空间和时间方向上都具有四阶精度的数值格式,并用傅里叶方法证明了该格式的无条件稳定性。数值实验中给出三种类型的算例,并将本研究格式与Crank-Nicolson格式进行数值比较,证明了本研究格式的有效性。结果表明,本研究格式对求解带色散的四阶抛物型方程具有很好的实用性。 展开更多
关键词 带色散的四阶抛物型方程 紧致差分格式 三次Hermite插值 DIRICHLET边界条件
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不同压实条件下富水粉土道基变形规律的数值研究 被引量:1
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作者 刘兆鹏 徐西永 +3 位作者 寇璟媛 蒋义 易文妮 马新岩 《水利水电技术(中英文)》 北大核心 2024年第S01期397-405,共9页
传统基于有限元的数值方法很难对长期飞机荷载作用下粉土道基的变形演化进行计算。建立一种考虑土体干密度影响的重塑饱和粉土边界面模型,利用带误差控制的显式积分算法,将其写成可供有限元软件调用的用户自定义材料子程序,以此建立单... 传统基于有限元的数值方法很难对长期飞机荷载作用下粉土道基的变形演化进行计算。建立一种考虑土体干密度影响的重塑饱和粉土边界面模型,利用带误差控制的显式积分算法,将其写成可供有限元软件调用的用户自定义材料子程序,以此建立单元土体固结不排水动三轴试验进行模拟,验证模型具备描述饱和粉土的动力特性。随后建立分层压实和不同压实度的跑道数值模型,对飞机循环荷载作用下的道基变形进行了数值分析。结果表明,随着循环次数的增加,道基变形虽持续增加,但发展速率逐渐减小,循环加载50次后粉土道基变形基本稳定;94%压实度道基模型经历相同的循环加载次数后累积塑性位移小于分层压实模型,表明虽然在实际工程中往往通过分层压实的方法降低造价,但在一定荷载影响范围内,仍然需要将压实度严格控制。 展开更多
关键词 粉土道基 飞机荷载 循环加载 压实度 边界面模型 数值研究
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城市埋地高压燃气长输管道地震响应分析
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作者 尹训强 路建磊 +1 位作者 王峰 徐舒桐 《三峡大学学报(自然科学版)》 CAS 北大核心 2024年第5期48-54,共7页
城市埋地管道作为燃气输送工程的重要组成部分,由于复杂地质条件的影响其抗震安全性尤显重要.以某城市埋地高压燃气管道工程为例,采用紧支黏弹性人工边界模拟截断边界处波动能量的逸散,细致模拟复杂地质条件、平面以及纵向弯管,基于ANSY... 城市埋地管道作为燃气输送工程的重要组成部分,由于复杂地质条件的影响其抗震安全性尤显重要.以某城市埋地高压燃气管道工程为例,采用紧支黏弹性人工边界模拟截断边界处波动能量的逸散,细致模拟复杂地质条件、平面以及纵向弯管,基于ANSYS软件建立了高压管道-地基相互作用系统的静动力联合分析模型,开展不同敷设方法、埋深以及地基非均质条件下高压管道的地震响应分析.计算结果表明:明挖敷设段管道在无内压和高压工况下,腰部和顶、底部位为高应力区域,而穿越段管道受管周土影响较大,高应力区域分布在315°和135°区域;管道应力峰值随埋深增加而增大,无内压工况下管道应力峰值明显高于高压工况;在管道结构的平面或纵向弯曲处,拉应力及变形峰值均有较大的突变.研究成果可为城市类似埋地高压燃气长输管道抗震安全分析提供参考. 展开更多
关键词 埋地高压管道 抗震分析 平面弯管 ANSYS 紧支黏弹性人工边界
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Low frequency damping behavior associated with sintering process in Al powder compact
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作者 郝刚领 李先雨 王伟国 《Transactions of Nonferrous Metals Society of China》 SCIE EI CAS CSCD 2016年第4期1176-1182,共7页
The internal friction behavior of Al green power compact duxing the sintering process was studied as a function of temperature. The internal friction measurements were performed from room temperature to 600 °C. T... The internal friction behavior of Al green power compact duxing the sintering process was studied as a function of temperature. The internal friction measurements were performed from room temperature to 600 °C. Two typical internal friction peaks were detected corresponding to heating and cooling processes, respectively. The heating peak corresponds to a recrystallization process of deformed Al particles, which is influenced by many extrinsic parameters, such as measuring frequency, strain amplitude, heating rate, power particle size and compacting pressure. However, the intrinsic nature of the peak is originated from the micro-sliding of the weak-bonding interfaces between Al particles and increased dislocation density induced in compressing. The cooling peak with the activation energy of (1.64±0.06) eV is associated with the grain boundary relaxation, which can be interpreted as the viscous sliding of grain boundaries. The similar phenomena are also found in the Mg green powder compact. 展开更多
关键词 Al powder compact internal friction SINTERING grain boundary
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Influence of construction interfaces on dynamic characteristics of roller compacted concrete dams 被引量:3
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作者 GU Chong-shi WANG Shao-wei BAO Teng-fei 《Journal of Central South University》 SCIE EI CAS CSCD 2015年第4期1521-1535,共15页
To study the influence of construction interfaces on dynamic characteristics of roller compacted concrete dams(RCCDs),mechanical properties of construction interfaces are firstly analyzed. Then, the viscous-spring art... To study the influence of construction interfaces on dynamic characteristics of roller compacted concrete dams(RCCDs),mechanical properties of construction interfaces are firstly analyzed. Then, the viscous-spring artificial boundary(VSAB) is adopted to simulate the radiation damping of their infinite foundations, and based on the Marc software, a simplified seismic motion input method is presented by the equivalent nodal loads. Finally, based on the practical engineering of a RCC gravity dam, effects of radiation damping and construction interfaces on the dynamic characteristics of dams are investigated in detail. Analysis results show that dynamic response of the RCC gravity dam significantly reduces about 25% when the radiation damping of infinite foundation is considered. Hot interfaces and the normal cold interfaces have little influence on the dynamic response of the RCC gravity dam.However, nonlinear fracture along the cold interfaces at the dam heel will occur under the designed earthquake if the cold interfaces are combined poorly. Therefore, to avoid the fractures along the construction interfaces under the potential super earthquakes,combination quality of the RCC layers should be significantly ensured. 展开更多
关键词 roller compacted concrete dam construction interface nonlinear fracture radiation damping viscous-spring artificial boundary dynamic response
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A CLASS OF COMPACT UPWIND TVD DIFFERENCE SCHEMES 被引量:1
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作者 涂国华 袁湘江 +1 位作者 夏治强 呼振 《Applied Mathematics and Mechanics(English Edition)》 SCIE EI 2006年第6期765-772,共8页
A new method was proposed for constructing total variation diminishing (TVD) upwind schemes in conservation forms. Two limiters were used to prevent nonphysical oscillations across discontinuity. Both limiters can e... A new method was proposed for constructing total variation diminishing (TVD) upwind schemes in conservation forms. Two limiters were used to prevent nonphysical oscillations across discontinuity. Both limiters can ensure the nonlinear compact schemes TVD property. Two compact TVD (CTVD) schemes were tested, one is thirdorder accuracy, and the other is fifth-order. The performance of the numerical algorithms was assessed by one-dimensional complex waves and Riemann problems, as well as a twodimensional shock-vortex interaction and a shock-boundary flow interaction. Numerical results show their high-order accuracy and high resolution, and low oscillations across discontinuities. 展开更多
关键词 high-order difference schemes compact schemes TVD schemes shock- vortex shock-boundary
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INTERACTION BETWEEN COHERENT STRUCTURES IN WALL REGION OF A TURBULENT BOUNDARY LAYER
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作者 Lu Changgen(Hohai University Nanjing 210098,P.R.China) 《Transactions of Nanjing University of Aeronautics and Astronautics》 EI 2001年第z1期82-86,共5页
Using the idea of general resonant triad of the hydrodynamic stability, the theoretical models for coherent structures in the wall region of a turbulent boundary layer is proposed. The interaction between coherent str... Using the idea of general resonant triad of the hydrodynamic stability, the theoretical models for coherent structures in the wall region of a turbulent boundary layer is proposed. The interaction between coherent structures in the wall region of a turbulent boundary layer is studied by combining the compact finite differences of high numerical accuracy and the Fourier spectral hybrid method for solving the three dimensional Navier Stokes equations. In this method, the third order mixed explicit implicit scheme is employed for the time integration. The fifth order upwind compact finite difference schemes for the nonlinear convection terms in the physical space, and the sixth order center compact schemes for the derivatives in spectral space are descried, respectively. The fourth order compact schemes satisfied by the velocities and pressure in spectral space is derived. As an application, the method is implemented to the wall region of a turbulent boundary to study the interaction between coherent structures. It is found that the numerical results are satisfactory. 展开更多
关键词 INTERACTION COHERENT structure TURBULENT boundary layer compact finite DIFFERENCE
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NONLINEAR EVOLUTION ANALYSIS OF T-S DISTURBANCE WAVE AT FINITE AMPLITUDE IN NONPARALLEL BOUNDARY LAYERS
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作者 TANG Deng-bin(唐登斌) +1 位作者 XIA Hao(夏浩) 《Applied Mathematics and Mechanics(English Edition)》 SCIE EI 2002年第6期660-669,共10页
The nonlinear evolution problem in nonparallel boundary layer stability was studied. The relative parabolized stability equations of nonlinear nonparallel boundary layer were derived. The developed numerical method, w... The nonlinear evolution problem in nonparallel boundary layer stability was studied. The relative parabolized stability equations of nonlinear nonparallel boundary layer were derived. The developed numerical method, which is very effective, was used to study the nonlinear evolution. of T-S disturbance wave at finite amplitudes. Solving nonlinear equations of different modes by using predictor-corrector and iterative approach, which is uncoupled between modes, improving computational accuracy by using high order compact differential scheme, satisfying normalization condition I determining tables of nonlinear terms at different modes, and implementing stably the spatial marching, were included in this method. With different initial amplitudes, the nonlinear evolution of T-S wave was studied. The nonlinear nonparallel results of examples compare with data of direct numerical simulations (DNS) using full Navier-Stokes equations. 展开更多
关键词 boundary layer stability nonlinear evolution nonparallelism T-S disturbance wave compact scheme spatial mode parabolized stability equation
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Wave flume experiments on dynamics of the bottom boundary layer in silty seabed
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作者 Mingzheng Wen Yonggang Jia +2 位作者 Zhenhao Wang Shaotong Zhang Hongxian Shan 《Acta Oceanologica Sinica》 SCIE CAS CSCD 2020年第5期96-104,共9页
The objectives of this study are carried out a series of controlled large wave flume experiments using fine-grained sediment from the Huanghe River Delta,exploring the complete sequence of sediment behavior in the bot... The objectives of this study are carried out a series of controlled large wave flume experiments using fine-grained sediment from the Huanghe River Delta,exploring the complete sequence of sediment behavior in the bottom boundary layer(BBL)during wave-induced liquefaction.The results show that:(1)The BBL in silty seabed is exposed to a progressive wave,goes through a number of different stages including compaction before liquefaction,sediment liquefaction,and compaction after liquefaction,which determines the range and thickness of BBL.(2)With the introduction of waves,first,the sediment surface has settled by an amount S(S=1–2 cm)in the course of wave loadings with an insufficient accumulation of pore water pressure.And a thin high concentration layer formed the near-bed bottom.(3)Once the liquefaction sets in,the liquefied sediment with an‘orbital motion’and the sub-liquefied sediment form a two-layer-sediment region.The range of BBL extends downwards and stopped at a certain depth,subsequently,develops upwards with the compaction process.Meanwhile,resuspended sediments diffuse to the upper water column.(4)During the dynamics process of the BBL beneath progressive waves,the re-suspended sediment increment ranked as sediment liquefaction>erosion before liquefaction>compaction after liquefaction. 展开更多
关键词 bottom boundary layer suspended sediment concentration LIQUEFACTION compactION Yellow River Delta
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Microstructure of explosively compacted Nd-Fe-B magnet by TEM
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作者 敖琪 刘薇 +1 位作者 曹力军 吴建生 《中国有色金属学会会刊:英文版》 CSCD 2005年第2期468-472,共5页
The microstructure of an explosively compacted Nd-Fe-B permanent magnet(Nd-Fe-B) was investigated by means of TEM and XRD. It is shown that there are three kinds of phases: Nd2Fe14B matrix phase, O-rich phases and N... The microstructure of an explosively compacted Nd-Fe-B permanent magnet(Nd-Fe-B) was investigated by means of TEM and XRD. It is shown that there are three kinds of phases: Nd2Fe14B matrix phase, O-rich phases and Nd-rich phase with different structures and compositions in the magnet. The hard magnetic phase Nd2Fe14B is tetragonal, which lattice parameters are determined to be a=0.88 nm and c=1.22 nm. The O-rich phase locates at the grain boundaries and the triple junctions has fcc structure whose lattice parameter is a=0.559 nm. A dislocation is observed in this phase. It is also found that a large number of the block-shaped Nd-rich phases with hcp structure are embedded in the Nd2Fe14B matrix or at grain boundary. Their lattice parameters are determined to be a=0.395 nm and c=0.628 nm. 展开更多
关键词 边界相 微结构 钕-铁-硼永磁材料 爆炸压实工艺
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混凝土废弃物改善膨胀土的工程特性研究
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作者 韦秉旭 王起 《水电能源科学》 北大核心 2023年第6期150-153,共4页
为探究废弃混凝土处置膨胀土使之作为路基填料的可行性,按照96∶4、92∶8、88∶12、84∶16、80∶20、76∶24比例将废弃混凝土与膨胀土混合均匀后制样,进行界限含水率、线性收缩率、膨胀力和击实试验,并在无侧限强度和CBR试验中考虑养护... 为探究废弃混凝土处置膨胀土使之作为路基填料的可行性,按照96∶4、92∶8、88∶12、84∶16、80∶20、76∶24比例将废弃混凝土与膨胀土混合均匀后制样,进行界限含水率、线性收缩率、膨胀力和击实试验,并在无侧限强度和CBR试验中考虑养护时间的影响,以探究所选材料的改良效果。试验结果表明,液限和塑性指数随废弃混凝土掺量增大呈先降后升的趋势,在掺量为12%时出现最小值,塑限则缓慢上升;线性收缩率随掺量增加先增后减,掺量在12%时线性收缩率最小;不同养护期的膨胀力均随混凝土的掺入量缓慢下降;且在掺量为12%时,处置后的膨胀土干密度大于素土,最佳含水率小于素土。综合考虑各因素,确定掺量12%为最佳掺量,在该掺量下制样养护(足够时间后)混合土的无侧限抗压强度可达到峰值,且此时处置土承载力约为素土的5倍,处置后的膨胀土可作为路基填料。 展开更多
关键词 膨胀土 混凝土拆除废弃物 界限含水率试验 击实试验 无侧限抗压强度 CBR
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粗颗粒土缩尺方法及缩尺效应研究进展
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作者 潘家军 孙向军 《长江科学院院报》 CSCD 北大核心 2023年第11期1-8,共8页
粗颗粒土作为土石坝的主要填筑材料,最大颗粒尺寸达到米级,室内试验试样只能进行缩尺。如何缩尺保证室内试验成果反映大坝实际填料的力学特性,一直是土石坝研究的难题。近年来大量学者就粗粒土的缩尺方法及缩尺效应开展了一系列卓有成... 粗颗粒土作为土石坝的主要填筑材料,最大颗粒尺寸达到米级,室内试验试样只能进行缩尺。如何缩尺保证室内试验成果反映大坝实际填料的力学特性,一直是土石坝研究的难题。近年来大量学者就粗粒土的缩尺方法及缩尺效应开展了一系列卓有成效的研究工作,但在某些方面仍存在分歧。对现有粗颗粒土缩尺方法、试样试验边界效应、缩尺效应规律研究进行了系统总结和分析。最后,为解决粗颗粒土缩尺方法难题,介绍了长江科学院提出的一种粗颗粒土缩尺方法“旁压模量当量密度法”,阐明了“旁压模量相等”与“力学性质一致”的关系,诠释了“旁压模量当量密度法”的理论基础,为深入研究粗颗粒土缩尺方法提供了技术支撑。 展开更多
关键词 粗颗粒土 级配缩尺方法 密实度控制标准 边界尺寸效应 旁压模量当量密度法
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数值求解纳米尺度热传导分数阶抛物两步模型
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作者 沈淑君 《华侨大学学报(自然科学版)》 CAS 2023年第1期133-140,共8页
提出一个纳米尺度的分数阶抛物两步模型,得到金属纳米尺度热传导的精确数值格式.该模型是通过引入Caputo-Hadamard时间分数阶导数到抛物型两步能量输运方程中,并将其温度跃变边界条件耦合得到.数值格式基于空间四阶紧格式和Caputo-Hadam... 提出一个纳米尺度的分数阶抛物两步模型,得到金属纳米尺度热传导的精确数值格式.该模型是通过引入Caputo-Hadamard时间分数阶导数到抛物型两步能量输运方程中,并将其温度跃变边界条件耦合得到.数值格式基于空间四阶紧格式和Caputo-Hadamard时间分数阶导数的L1逼近格式而建立.通过2个算例验证模型和数值方法的准确性和适用性. 展开更多
关键词 纳米尺度热传导 Caputo-Hadamard分数阶导数 Robin边界条件 紧有限差分格式
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柔性泡沫对振杆密实法模型试验边界效应的影响分析 被引量:1
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作者 庄仲旬 杜广印 +2 位作者 刘松玉 齐睿典 唐紫琼 《东南大学学报(自然科学版)》 EI CAS CSCD 北大核心 2023年第4期600-608,共9页
为研究柔性泡沫材料对刚性模型箱边界效应的改善效果,在模型箱侧壁分别内衬了聚氨酯、聚苯乙烯和珍珠棉3种泡沫,开展了振杆密实法处理可液化地基的室内模型试验.采用2-范数偏差法对振动加速度场进行分析,通过将加速度时程信号功率谱密... 为研究柔性泡沫材料对刚性模型箱边界效应的改善效果,在模型箱侧壁分别内衬了聚氨酯、聚苯乙烯和珍珠棉3种泡沫,开展了振杆密实法处理可液化地基的室内模型试验.采用2-范数偏差法对振动加速度场进行分析,通过将加速度时程信号功率谱密度对频率进行积分处理,估算出边界材料耗散的能量.结果表明,聚氨酯泡沫吸收和散射的能量约为输入水平的53.9%,其对刚性模型箱边界效应的改善作用优于聚苯乙烯泡沫和珍珠棉泡沫.柔性泡沫主要通过减少弹性波向模型土层中的反射来减弱模型箱的边界效应.泡沫材料与土体的波阻抗越接近,减少弹性波反射的能力越强. 展开更多
关键词 边界效应 振杆密实法 模型试验 边界材料 振动加速度
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求解对流扩散反应方程的高阶指数型组合紧致差分格式
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作者 王明镜 田芳 郭亚妮 《西南师范大学学报(自然科学版)》 CAS 2023年第8期41-54,共14页
针对一维对流扩散反应方程,基于对流扩散方程的四阶指数型紧致差分格式,采用四阶混合差分逼近算子和Padé公式,间接地构造了两种求解一维对流扩散反应方程的四阶指数型组合紧致差分格式;针对二维对流扩散反应方程,采用降维法,结合... 针对一维对流扩散反应方程,基于对流扩散方程的四阶指数型紧致差分格式,采用四阶混合差分逼近算子和Padé公式,间接地构造了两种求解一维对流扩散反应方程的四阶指数型组合紧致差分格式;针对二维对流扩散反应方程,采用降维法,结合高阶混合差分逼近算子和Padé公式构造了求解二维对流扩散反应方程的四阶指数型组合紧致差分格式.本文所提差分格式较经典四阶格式和文献中的组合型格式具有更低的耗散性,因此对于对流占优等边界层问题的求解计算精度更高.最后给出数值算例验证了本文格式的精度. 展开更多
关键词 对流扩散反应方程 高阶紧致差分格式 对流占优 边界层
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