期刊文献+
共找到168篇文章
< 1 2 9 >
每页显示 20 50 100
FRACTURE CALCULATION OF BENDING PLATES BY BOUNDARY COLLOCATION METHOD 被引量:2
1
作者 王元汉 伍佑伦 余飞 《Applied Mathematics and Mechanics(English Edition)》 SCIE EI 2003年第6期684-690,共7页
Fracture of Kirchhoff plates is analyzed by the theory of complex variables and boundary collocation method. The deflections, moments and shearing forces of the plates are assumed to be the functions of complex variab... Fracture of Kirchhoff plates is analyzed by the theory of complex variables and boundary collocation method. The deflections, moments and shearing forces of the plates are assumed to be the functions of complex variables. The functions can satisfy a series of basic equations and governing conditions, such as the equilibrium equations in the domain, the boundary conditions on the crack surfaces and stress singularity at the crack tips. Thus, it is only necessary to consider the boundary conditions on the external boundaries of the plate, which can be approximately satisfied by the collocation method and least square technique. Different boundary conditions and loading cases of the cracked plates are analyzed and calculated. Compared to other methods, the numerical examples show that the present method has many advantages such as good accuracy and less computer time. This is an effective semi_analytical and semi_numerical method. 展开更多
关键词 Kirchhoff plate FRACTURE boundary collocation method complex variables function stress intensity factors
在线阅读 下载PDF
New Formulation for Arbitrary Cracks Problem and Its Stress Intensity Factor of Plane Elasticity 被引量:4
2
作者 杨晓春 范天佑 刘士强 《Journal of Beijing Institute of Technology》 EI CAS 1999年第4期364-369,共6页
Aim The general arbitrary cracked problem in an elastic plane was discussed. Methods For the purpose of acquiring the solution of the problem, a new formulation on the problem was proposed. Compared with the classic... Aim The general arbitrary cracked problem in an elastic plane was discussed. Methods For the purpose of acquiring the solution of the problem, a new formulation on the problem was proposed. Compared with the classical plane elastic crack model, only the known conditions were revised in the new formulation, which are greatly convenient to solve the problem, and no other new condition was given. Results and Conclusion The general exact analytic solution is given here based on the formulation though the problem is very complicated. Furthermore, the stress intensity factors K Ⅰ, K Ⅱ of the problem are also given. 展开更多
关键词 complex variable function method general curve cracks Riemann Hilbert boundary value problem closed form solution stress intensity factors
在线阅读 下载PDF
水声MIMO-OFDM通信中的空频迭代信道估计与均衡 被引量:3
3
作者 张玲玲 黄建国 +1 位作者 韩晶 张群飞 《西北工业大学学报》 EI CAS CSCD 北大核心 2016年第2期208-214,共7页
在MIMO-OFDM水声通信系统中,由于信道间的相互干扰和水声信道严重时延扩展产生的频率选择性衰落,系统的通信误码率较高。针对这一问题,研究了空频编码的MIMO-OFDM通信,提出空频迭代信道估计与均衡(Spatial Frequency Iterative Channel ... 在MIMO-OFDM水声通信系统中,由于信道间的相互干扰和水声信道严重时延扩展产生的频率选择性衰落,系统的通信误码率较高。针对这一问题,研究了空频编码的MIMO-OFDM通信,提出空频迭代信道估计与均衡(Spatial Frequency Iterative Channel Estimation and Equalization,SFICEE)方法。该方法通过载波间的空频正交性进行各收发阵元对的信道估计,并通过空频均衡获得符号初始估计,迭代更新信道估计,而后通过符号后验软信息反馈进行迭代空频软均衡。仿真结果表明,当误码率为10^(-3)时,文中所提出的SFICEE方法经过二次迭代与STBC方法相比具有4.8 d B的性能增益,相对于SFBC方法有2.8 d B的性能提升。当输入信噪比相同时,文中所提出方法的星座图更加收敛,可以更好地降低水下通信系统的误码率。 展开更多
关键词 水下通信 多输入多输出 正交频分复用 空频软均衡 迭代信道估计
在线阅读 下载PDF
Two kinds of contact problems in three-dimensional icosahedral quasicrystals 被引量:11
4
作者 Xuefen ZHAO Xing LI Shenghu DING 《Applied Mathematics and Mechanics(English Edition)》 SCIE EI CSCD 2015年第12期1569-1580,共12页
Two kinds of contact problems, i.e., the frictional contact problem and the adhesive contact problem, in three-dimensional (3D) icosahedral quasicrystals are dis- cussed by a complex variable function method. For th... Two kinds of contact problems, i.e., the frictional contact problem and the adhesive contact problem, in three-dimensional (3D) icosahedral quasicrystals are dis- cussed by a complex variable function method. For the frictional contact problem, the contact stress exhibits power singularities at the edge of the contact zone. For the adhe- sive contact problem, the contact stress exhibits oscillatory singularities at the edge of the contact zone. The numerical examples show that for the two kinds of contact problems, the contact stress exhibits singularities, and reaches the maximum value at the edge of the contact zone. The phonon-phason coupling constant has a significant effect on the contact stress intensity, while has little impact on the contact stress distribution regu- lation. The results are consistent with those of the classical elastic materials when the phonon-phason coupling constant is 0. For the adhesive contact problem, the indentation force has positive correlation with the contact displacement, but the phonon-phason cou- pling constant impact is barely perceptible. The validity of the conclusions is verified. 展开更多
关键词 three-dimensional (3D) icosahedral quasicrystal Riemann-Hilbert problem contact problem SINGULARITY complex variable function method
在线阅读 下载PDF
Anti-plane analysis of semi-infinite crack in piezoelectric strip 被引量:5
5
作者 郭俊宏 刘萍 +1 位作者 卢子兴 秦太验 《Applied Mathematics and Mechanics(English Edition)》 SCIE EI 2011年第1期75-82,共8页
Using the complex variable function method and the technique of the conformal mapping, the fracture problem of a semi-infinite crack in a piezoelectric strip is studied under the anti-plane shear stress and the in-pla... Using the complex variable function method and the technique of the conformal mapping, the fracture problem of a semi-infinite crack in a piezoelectric strip is studied under the anti-plane shear stress and the in-plane electric load. The analytic solutions of the field intensity factors and the mechanical strain energy release rate are presented under the assumption that the surface of the crack is electrically impermeable. When the height of the strip tends to infinity, the analytic solutions of an infinitely large piezoelectric solid with a semi-infinite crack are obtained. Moreover, the present results can be reduced to the well-known solutions for a purely elastic material in the absence of the electric loading. In addition, numerical examples are given to show the influences of the loaded crack length, the height of the strip, and the applied mechanical/electric loads on the mechanical strain energy release rate. 展开更多
关键词 piezoelectric strip semi-infinite crack complex variable function method field intensity factor mechanical strain energy release rate
在线阅读 下载PDF
Exact solutions of two semi-infinite collinear cracks in piezoelectric strip 被引量:3
6
作者 卢子兴 刘萍 郭俊宏 《Applied Mathematics and Mechanics(English Edition)》 SCIE EI 2011年第11期1399-1406,共8页
Using the complex variable function method and the conformal mapping technique, the fracture problem of two semi-infinite collinear cracks in a piezoelectric strip is studied under the anti-plane shear stress and the ... Using the complex variable function method and the conformal mapping technique, the fracture problem of two semi-infinite collinear cracks in a piezoelectric strip is studied under the anti-plane shear stress and the in-plane electric load on the partial crack surface. Analytic solutions of the field intensity factors and the mechanical strain energy release rate are derived under the assumption that the surfaces of the crack are electrically impermeable. The results can be reduced to the well-known solutions for a purely elastic material in the absence of an electric load. Moreover, when the distance between the two crack tips tends to infinity, analytic solutions of a semi-infinite crack in a piezoelectric strip can be obtained. Numerical examples are given to show the influence of the loaded crack length, the height of the strip, the distance between the two crack tips, and the applied mechanical/electric loads on the mechanical strain energy release rate. It is shown that the material is easier to fail when the distance between two crack tips becomes shorter, and the mechanical/electric loads have greater influence on the propagation of the left crack than those of the right one. 展开更多
关键词 piezoelectric strip semi-infinite collinear crack complex variable function method field intensity factor mechanical strain energy release rate
在线阅读 下载PDF
Analytic solutions to problem of elliptic hole with two straight cracks in one-dimensional hexagonal quasicrystals
7
作者 郭俊宏 刘官厅 《Applied Mathematics and Mechanics(English Edition)》 SCIE EI 2008年第4期485-493,共9页
By means of the complex variable function method and the technique of conformal mapping, the anti-plane shear problem of an elliptic hole with two straight cracks in one-dimensional hexagonal quasicrystals is investig... By means of the complex variable function method and the technique of conformal mapping, the anti-plane shear problem of an elliptic hole with two straight cracks in one-dimensional hexagonal quasicrystals is investigated. The solution of the stress intensity factor (SIF) for mode III problem has been found. Under the condition of limitation, both the known results and the SIF solution at the crack tip of a circular hole with two straight cracks and cross crack in one-dimensional hexagonal quasicrystals can be obtained. 展开更多
关键词 QUASICRYSTAL elliptic hole with two straight cracks cross crack SIF complex variable function method
在线阅读 下载PDF
On a Problem of an Infinite Plate with a Curvilinear Hole inside the Unit Circle
8
作者 F. S. Bayones B. M. Alharbi 《Applied Mathematics》 2015年第1期206-220,共15页
In this work, we used the complex variable methods to derive the Goursat functions for the first and second fundamental problem of an infinite plate with a curvilinear hole C. The hole is mapped in the domain inside a... In this work, we used the complex variable methods to derive the Goursat functions for the first and second fundamental problem of an infinite plate with a curvilinear hole C. The hole is mapped in the domain inside a unit circle by means of the rational mapping function. Many special cases are discussed and established of these functions. Also, many applications and examples are considered. The results indicate that the infinite plate with a curvilinear hole inside the unit circle is very pronounced. 展开更多
关键词 complex variable method AN INFINITE Plate Curvilinear HOLE CONFORMAL Mapping Goursat functionS
在线阅读 下载PDF
Implicit Shape Reconstruction of Unorganized Points Using PDE-Based Deformable 3D Manifolds 被引量:2
9
作者 Elena Franchini Serena Morigi Fiorella Sgallari 《Numerical Mathematics(Theory,Methods and Applications)》 SCIE 2010年第4期405-430,共26页
In this work we consider the problem of shape reconstruction from an unorganized data set which has many important applications in medical imaging, scientific computing, reverse engineering and geometric modelling. Th... In this work we consider the problem of shape reconstruction from an unorganized data set which has many important applications in medical imaging, scientific computing, reverse engineering and geometric modelling. The reconstructed surface is obtained by continuously deforming an initial surface following the Partial Differential Equation (PDE)-based diffusion model derived by a minimal volume-like variational formulation. The evolution is driven both by the distance from the data set and by the curvature analytically computed by it. The distance function is computed by implicit local interpolants defined in terms of radial basis functions. Space discretization of the PDE model is obtained by finite co-volume schemes and semi-implicit approach is used in time/scale. The use of a level set method for the numerical computation of the surface reconstruction allows us to handle complex geometry and even changing topology,without the need of user-interaction. Numerical examples demonstrate the ability of the proposed method to produce high quality reconstructions. Moreover, we show the effectiveness of the new approach to solve hole filling problems and Boolean operations between different data sets. 展开更多
关键词 Shape reconstruction RBF interpolation PDE diffusion model segmentation
在线阅读 下载PDF
CVBEM and FVM Computational Model Comparison for Solving Ideal Fluid Flow in a 90-Degree Bend
10
作者 Colin Bloor Theodore V. Hromadka II +1 位作者 Bryce Wilkins Howard McInvale 《Open Journal of Fluid Dynamics》 2016年第4期430-437,共9页
While finite volume methodologies (FVM) have predominated in fluid flow computations, many flow problems, including groundwater models, would benefit from the use of boundary methods, such as the Complex Variable Boun... While finite volume methodologies (FVM) have predominated in fluid flow computations, many flow problems, including groundwater models, would benefit from the use of boundary methods, such as the Complex Variable Boundary Element Method (CVBEM). However, to date, there has been no reporting of a comparison of computational results between the FVM and the CVBEM in the assessment of flow field characteristics. In this work, the CVBEM is used to develop a flow field vector outcome of ideal fluid flow in a 90-degree bend which is then compared to the computational results from a finite volume model of the same situation. The focus of the modelling comparison in the current work is flow field trajectory vectors of the fluid flow, with respect to vector magnitude and direction. Such a comparison is necessary to validate the development of flow field vectors from the CVBEM and is of interest to many engineering flow problems, specifically groundwater modelling. Comparison of the CVBEM and FVM flow field trajectory vectors for the target problem of ideal flow in a 90-degree bend shows good agreement between the considered methodologies. 展开更多
关键词 complex variable Boundary Element method Finite Volume method Ideal Fluid Flow 90-Degree Bend computational Fluid Dynamics
在线阅读 下载PDF
考虑中导洞施工效应的双连拱隧道应力与位移复变函数解
11
作者 张治国 李乃义 +2 位作者 牛瑞 王安源 朱正国 《岩土力学》 北大核心 2025年第S1期141-158,共18页
目前针对双连拱隧道施工影响的理论分析中较少考虑中导洞带来的施工效应,而含中导洞的双连拱隧道是较为常见的一种设计类型。实际施工中,中导洞先行施工,存在中导洞与左洞1、右洞2共用衬砌边界以及中隔墙的回筑工序。基于复变函数理论解... 目前针对双连拱隧道施工影响的理论分析中较少考虑中导洞带来的施工效应,而含中导洞的双连拱隧道是较为常见的一种设计类型。实际施工中,中导洞先行施工,存在中导洞与左洞1、右洞2共用衬砌边界以及中隔墙的回筑工序。基于复变函数理论解和Schwarz交替法,提出了考虑中导洞施工效应的双连拱隧道衬砌与围岩应力和变形的计算方法。针对中导洞与左右相邻洞室具有共用衬砌边界的特点,利用柯西积分法进行求解时,将各洞衬砌与围岩接触的边界积分条件转化为仅存在单洞时的完整边界积分与共用边界积分之差,与采用Schwarz交替法求解三洞相互作用过程中某一洞室开挖对邻洞产生“附加面力”的过程一致。基于苏州七子山连拱隧道工程,将解析结果与监测数据、数值模拟结果进行对比,证明了复变函数方法的可行性。此外,针对围岩泊松比、围岩弹性模量、中导洞高宽比、连拱整体对称性为关键因素,对围岩位移和衬砌临空面位移开展敏感性分析。结果表明:围岩弹性模量变化对洞1及洞2衬砌位移影响趋势一致。在相同角度下,围岩弹性模量越大,衬砌总位移越小,洞1、洞2衬砌位移均呈现“W”型,位移递增趋势拐点均位于左右拱脚处;中导洞高宽比越大,中导洞截面越趋向“高窄”型,中导洞围岩与衬砌最大主应力均出现增大趋势;当中导洞尺寸不变时,将另一洞室截面尺寸增大及减小,变为对称施工条件时,原洞室衬砌位移也出现增大及减小趋势,且共用衬砌区域增大趋势更明显。 展开更多
关键词 双连拱隧道 中导洞 SCHWARZ交替法 复变函数 应力场 位移场
原文传递
均匀拉伸开孔加筋无限板的应力半解析算法
12
作者 王小明 《哈尔滨工程大学学报》 北大核心 2025年第1期181-188,共8页
为了研究均匀拉伸开孔加筋无限板的应力计算方法,本文提出半解析计算方法。以复变函数为数学工具,推导开孔无限光板在面内受集中力作用下的应力函数,由此引入复变函数表达的应力函数的影响函数和位移影响函数。板筋之间的拉压力看作是... 为了研究均匀拉伸开孔加筋无限板的应力计算方法,本文提出半解析计算方法。以复变函数为数学工具,推导开孔无限光板在面内受集中力作用下的应力函数,由此引入复变函数表达的应力函数的影响函数和位移影响函数。板筋之间的拉压力看作是沿加强筋长度连续分布的无数个集中力,通过板筋之间的位移协调条件,即板筋接触面上的质点的位移相同,列出位移协调方程,这一方程是奇异积分方程。将所有连续分布的集中力离散成有限个集中力,运用数值解法求解这一方程,则可以求出所有板筋间的集中力。运用数值方法,推导了开孔单筋无限板、开孔双筋无限板和开孔三筋无限板的板筋作用力计算方程。求出板筋间作用力后,加筋板中板的应力函数则为应力函数的影响函数与各个集中力乘积后的累加求和再加上相应位置的开孔光板应力函数。求出板的应力函数后,板的应力则可以求出;求出板筋作用力后,筋的应力也可以求出。通过算例验证,半解析算法的结果与有限元计算结果吻合一致。 展开更多
关键词 应力集中 开孔加筋无限板 复变函数法 影响函数 应力分析 板筋作用力 开孔板 孔边应力
在线阅读 下载PDF
无限平板中任意双孔问题的复变函数解法 被引量:2
13
作者 曾祥太 王少杰 +1 位作者 吕爱钟 刘伟平 《工程力学》 北大核心 2025年第3期32-41,共10页
许多工程中都存在含孔洞的结构,外荷载作用下孔边不可避免地产生应力集中,为了保证结构的安全和稳定,准确了解开孔结构的应力分布情况具有重要的工程实践价值。目前对单孔和特定形状双孔问题的研究较多,可以使用一些方法获得解析解,而... 许多工程中都存在含孔洞的结构,外荷载作用下孔边不可避免地产生应力集中,为了保证结构的安全和稳定,准确了解开孔结构的应力分布情况具有重要的工程实践价值。目前对单孔和特定形状双孔问题的研究较多,可以使用一些方法获得解析解,而对任意形状双孔问题的研究较少。复变函数方法对于任意双孔问题是适用的,关键要找到对应的映射函数。该文提出了可将任意无限双连通域保角变换成同心圆环域的映射函数一般形式,建立了一种优化求解具体映射函数的方法。针对无限平面中的任意双孔问题,基于弹性复变函数理论建立了应力边界条件,借助该映射函数将问题变换至易求解的同心圆环域,双解析函数则变换成洛朗级数,最后使用幂级数法将洛朗级数解出获得了问题的应力解析解。获得的应力解析解和ANSYS数值解进行了对比。使用该方法研究了双隧洞问题在不同荷载和不同间距时洞边应力分布的影响规律。 展开更多
关键词 无限平面 任意双孔 复变函数方法 映射函数 幂级数解法
在线阅读 下载PDF
偏转角度表与计算机辅助联合设计超声速风洞喷管 被引量:1
14
作者 王洪悦 吕旸 +1 位作者 郭永博 弓震 《哈尔滨工程大学学报》 北大核心 2025年第3期550-557,共8页
针对超声速喷管设计中传统特征线法计算过程冗长复杂的问题,本文提出了一种基于偏转角度表的改进方法。结合计算机辅助设计技术,本文进一步提出了偏转角度表与计算机辅助设计联合设计喷管型线的方法,设计了适用于马赫数1~4工作范围的风... 针对超声速喷管设计中传统特征线法计算过程冗长复杂的问题,本文提出了一种基于偏转角度表的改进方法。结合计算机辅助设计技术,本文进一步提出了偏转角度表与计算机辅助设计联合设计喷管型线的方法,设计了适用于马赫数1~4工作范围的风洞喷管型线(测试区面积为1.4 m×1.4 m)。采用面积-马赫数理论公式对所设计的喷管型线进行了初步验证,并通过Matlab代码对设计喷管型线进行了比对分析。结果表明:通过引入偏转角度表,本文有效简化了特征线法的计算过程,显著提高了计算效率,计算时间缩短了80%以上。在相同的设计步骤下,采用偏转角度表与计算机辅助联合设计的喷管型线精度更高,且较代码设计的喷管型线避免了可能出现的缺陷,各喷管型线的误差均小于1%。本文提出的改进方法不仅提高了设计效率,而且确保了喷管型线的高精度。 展开更多
关键词 特征线法 偏转角度表 超声速流动 风洞喷管 普朗特-迈耶函数 计算机辅助设计 喷管型线 变马赫数
在线阅读 下载PDF
The complex variable reproducing kernel particle method for elasto-plasticity problems 被引量:5
15
作者 CHEN Li1 & CHENG YuMin2 1 Department of Engineering Mechanics,Chang’an University,Xi’an 710064,China 2 Shanghai Institute of Applied Mathematics and Mechanics,Shanghai University,Shanghai 200072,China 《Science China(Physics,Mechanics & Astronomy)》 SCIE EI CAS 2010年第5期954-965,共12页
On the basis of reproducing kernel particle method(RKPM),using complex variable theory,the complex variable reproducing kernel particle method(CVRKPM) is discussed in this paper.The advantage of the CVRKPM is that the... On the basis of reproducing kernel particle method(RKPM),using complex variable theory,the complex variable reproducing kernel particle method(CVRKPM) is discussed in this paper.The advantage of the CVRKPM is that the correction function of a two-dimensional problem is formed with one-dimensional basis function when the shape function is formed.Then the CVRKPM is applied to solve two-dimensional elasto-plasticity problems.The Galerkin weak form is employed to obtain the discretized system equation,the penalty method is used to apply the essential boundary conditions.And then,the CVRKPM for two-dimensional elasto-plasticity problems is formed,the corresponding formulae are obtained,and the Newton-Raphson method is used in the numerical implementation.Three numerical examples are given to show that this method in this paper is effective for elasto-plasticity analysis. 展开更多
关键词 MESHLESS method reproducing KERNEL PARTICLE method(RKPM) complex variable reproducing KERNEL PARTICLE method(CVRKPM) CORRECTION function ELASTO-PLASTICITY
原文传递
基于复变函数迭代解析的双线盾构隧道施工顺序对地表沉降的影响
16
作者 祁凯 黎永索 胡达 《湖南城市学院学报(自然科学版)》 2025年第6期1-6,共6页
为探究双线盾构隧道施工顺序对地表沉降的影响机制,首先,基于复变函数映射理论与Schwarz交替法原理,构建了半无限平面内浅埋双孔隧道位移边界条件的迭代计算模型,并提出考虑施工顺序效应的复变函数-位移叠加算法;然后,通过两个典型工程... 为探究双线盾构隧道施工顺序对地表沉降的影响机制,首先,基于复变函数映射理论与Schwarz交替法原理,构建了半无限平面内浅埋双孔隧道位移边界条件的迭代计算模型,并提出考虑施工顺序效应的复变函数-位移叠加算法;然后,通过两个典型工程案例的现场监测数据与数值模拟结果对比,验证了理论模型在沉降曲线形态及最大沉降量预测方面的可靠性;最后,分析了参数敏感性。结果表明:水平排列工况下,地表沉降曲线偏向先行隧道一侧,呈显著非对称特征;竖向排列时,上层隧道先行施工可有效减小下层隧道施工诱发的地表附加沉降,其作用机制源于应力场重分布对塑性区的抑制。可见,既有结构工程穿越中应优先采用下穿式施工方案以降低地表最大沉降量。 展开更多
关键词 双线盾构隧道 地表沉降 复变函数 Schwarz交替
在线阅读 下载PDF
半空间中多个椭圆孔洞对SH波的散射
17
作者 赵元博 程玉朕 韩坤 《振动与冲击》 北大核心 2025年第21期83-89,共7页
对于半空间中多个椭圆孔洞对SH波散射的问题,采用镜像法将半空间问题变成全空间问题进行研究。采用复变函数法建立椭圆孔的复平面坐标系,并通过波函数展开法建立椭圆孔的波场和应力;建立椭圆孔边的任意一点辐角与该点的垂线和坐标轴之... 对于半空间中多个椭圆孔洞对SH波散射的问题,采用镜像法将半空间问题变成全空间问题进行研究。采用复变函数法建立椭圆孔的复平面坐标系,并通过波函数展开法建立椭圆孔的波场和应力;建立椭圆孔边的任意一点辐角与该点的垂线和坐标轴之间的夹角的联系,避免了“保角变换”法的使用;最后通过椭圆孔的应力自由边界条件建立方程求解未知系数,最终得到动应力集中系数。数值结果表明,当半空间存在多个椭圆孔时,椭圆孔的大小、深度和多孔之间的距离对其他椭圆孔边动应力集中系数的影响都会随着入射波波数的增加而变大,可以说明入射波波数的影响要远大于孔本身参数的影响。 展开更多
关键词 半空间 SH波 复变函数法 镜像法 动应力集中系数
在线阅读 下载PDF
二阶复常系数线性微分方程的通解
18
作者 赖宝锋 石擎天 符曦 《河南财政金融学院学报(自然科学版)》 2025年第3期41-44,共4页
根据实变量复值函数的性质,运用降阶法、积分因子法,导出了求给定复常数p,q和实变量复值函数f(x)时,求二阶复常系数线性微分方程y″+py′+qy=f(x)通解的新方法。
关键词 复常系数 二阶线性微分方程 降阶法 积分因子 实变量复值函数
在线阅读 下载PDF
浅埋隧道围岩应力场的计算复变函数求解法 被引量:22
19
作者 王志良 申林方 +1 位作者 姚激 高成杰 《岩土力学》 EI CAS CSCD 北大核心 2010年第S1期86-90,共5页
对于受地表边界和地面荷载影响的浅埋隧道的围岩应力场,由于在数学处理上存在一定的困难,很难用解析解来进行分析,而通常采用边界元或有限元的数值方法来解答。为了求解浅埋隧道的应力场,采用边界配点来确定边界条件,同时用保角映射将... 对于受地表边界和地面荷载影响的浅埋隧道的围岩应力场,由于在数学处理上存在一定的困难,很难用解析解来进行分析,而通常采用边界元或有限元的数值方法来解答。为了求解浅埋隧道的应力场,采用边界配点来确定边界条件,同时用保角映射将一个含圆孔的半无限空间区域映射为圆环域,然后把这个区域内的解析函数展开成Laurent级数的形式,利用Muskhelishvili的复变函数理论和最小二乘法来确定解析函数的各项系数,从而求得浅埋隧道围岩压力的半数值、半解析解,最后通过算例给出了围岩应力的分布情况。计算结果表明,该方法计算精度高、计算量小,具有应用价值。 展开更多
关键词 保角映射 复变函数 浅埋隧道 半数值半解析解 计算复变函数法
原文传递
基于土层位移差的地下结构抗震反应位移法分析 被引量:21
20
作者 董正方 王君杰 +1 位作者 王文彪 姚毅超 《振动与冲击》 EI CSCD 北大核心 2013年第7期38-42,47,共6页
采用平面弹性理论复变函数方法,推导具有小孔无限介质在无限远处受剪应力的水平位移,得出有小孔与无小孔的位移关系,应用在基于土层位移差的反应位移法土层位移求解。为验证该方法的适用性,设某地质条件下典型圆形盾构隧道与矩形地下车... 采用平面弹性理论复变函数方法,推导具有小孔无限介质在无限远处受剪应力的水平位移,得出有小孔与无小孔的位移关系,应用在基于土层位移差的反应位移法土层位移求解。为验证该方法的适用性,设某地质条件下典型圆形盾构隧道与矩形地下车站为基准模型,用不同方法求解土层位移,用反应位移法计算土体刚度变化的结构内力。结果表明,基于土层位移差的反应位移法适用于埋深较大的地下结构,不适用硬土情况;对地基弹簧刚度求解精度要求较高。 展开更多
关键词 反应位移法 地下结构 土层位移 复变函数
在线阅读 下载PDF
上一页 1 2 9 下一页 到第
使用帮助 返回顶部