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FRACTURE CALCULATION OF BENDING PLATES BY BOUNDARY COLLOCATION METHOD 被引量:2
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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
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Advances in the Improved Element-Free Galerkin Methods:A Comprehensive Review
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作者 Heng Cheng YichenYang Yumin Cheng 《Computer Modeling in Engineering & Sciences》 2025年第12期2853-2894,共42页
The element-free Galerkin(EFG)method,which constructs shape functions via moving least squares(MLS)approximation,represents a fundamental and widely studied meshless method in numerical computation.Although it achieve... The element-free Galerkin(EFG)method,which constructs shape functions via moving least squares(MLS)approximation,represents a fundamental and widely studied meshless method in numerical computation.Although it achieves high computational accuracy,the shape functions are more complex than those in the conventional finite element method(FEM),resulting in great computational requirements.Therefore,improving the computational efficiency of the EFG method represents an important research direction.This paper systematically reviews significant contributions fromdomestic and international scholars in advancing the EFGmethod.Including the improved element-free Galerkin(IEFG)method,various interpolating EFG methods,four distinct complex variable EFG methods,and a series of dimension splitting meshless methods.In the numerical examples,the effectiveness and efficiency of the three methods are validated by analyzing the solutions of the IEFG method for 3D steadystate anisotropic heat conduction,3D elastoplasticity,and large deformation problems,as well as the performance of two-dimensional splitting meshless methods in solving the 3D Helmholtz equation. 展开更多
关键词 Meshless method improved element-free Galerkin method singular weight function nonsingular weight function interpolating element-free Galerkin method complex variable element-free Galerkin method dimension splitting method dimension splitting meshless method
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New Formulation for Arbitrary Cracks Problem and Its Stress Intensity Factor of Plane Elasticity 被引量:4
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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
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Two kinds of contact problems in three-dimensional icosahedral quasicrystals 被引量:11
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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
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Anti-plane analysis of semi-infinite crack in piezoelectric strip 被引量:5
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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
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Exact solutions of two semi-infinite collinear cracks in piezoelectric strip 被引量:2
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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
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Analytic solutions to problem of elliptic hole with two straight cracks in one-dimensional hexagonal quasicrystals
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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
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On a Problem of an Infinite Plate with a Curvilinear Hole inside the Unit Circle
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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
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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
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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
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均匀拉伸开孔加筋无限板的应力半解析算法
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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
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Switching in Sliding Mode Control:A Spatio-Temporal Perspective
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作者 Xinghuo Yu 《IEEE/CAA Journal of Automatica Sinica》 2025年第6期1063-1071,共9页
Sliding mode control(SMC)is a widely adopted control technology known for its robustness and simplicity.The essence of SMC is to use discontinuous control to drive a system into a pre-defined motion,called the sliding... Sliding mode control(SMC)is a widely adopted control technology known for its robustness and simplicity.The essence of SMC is to use discontinuous control to drive a system into a pre-defined motion,called the sliding mode,which is designed with desirable dynamical properties.In the sliding mode,the controlled system is insensitive to the matched uncertainties and disturbances.Most SMC theory and methods have been developed based on the dynamical systems in the continuous-time domain,where switching functions play a critical role.Ideal switching is supposed to be instantaneous,activating as soon as the switching condition is met.However,in practice,switching mechanisms are affected by imperfections such as time delays,unmodeled dynamics,defects,digitization effects,and actuation limitations,which can degrade the salient properties of SMC.Understanding these effects and developing mitigation strategies are essential for industrial applications.Furthermore,the advent of networked control environments presents new challenges like limited communication bandwidth,latency and cyberattack,which have seen the emergence of the event-triggered SMC recently.Despite these significant advances,there is a lack of comprehensive studies which examine the commonalities and distinctions of utilizing switching in SMC across the continuous-time and discrete-time domains and beyond.This paper investigates the role of switching in SMC from a spatio-temporal perspective,considering both state-space and time aspects.The aim is to facilitate better understanding of its effects and misbehaviors,and to unlock its full potential for future applications.The interplay between SMC methods in the continuous-time and discrete-time domains is analyzed,and their shared principles and unique challenges are identified.Furthermore,important technical issues relating to switching across these time domains are explored,and several myths and pitfalls in their theory and applications are depicted.The relationships of SMC with other switching-based control systems such as switched control systems,fuzzy control systems,and event-triggered control systems are discussed.The impact of networked control environments on SMC in the continuous-time and discrete-time domains is also examined.Finally,key challenges and opportunities are outlined for future work in SMC and beyond. 展开更多
关键词 Averaging method chaos CHATTERING discontinuous control DISCRETIZATION DIGITIZATION event-triggered control filippov theory fuzzy control lyapunov functions impulsive control nonlinear dynamics periodic orbits sliding mode control stability switching control variable structure systems
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上土下岩超大跨隧道安全覆岩厚度复变函数解析计算 被引量:4
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作者 陈鹏涛 张俊儒 +4 位作者 潘童 颜志坚 孙文昊 刘爱武 冯冀蒙 《中国公路学报》 北大核心 2025年第5期158-171,共14页
浅埋超大跨硬质岩隧道的稳定性及失稳机理一直是工程界关注的重点。以胶州湾第二海底隧道正线与匝道并线超大跨段为工程依托,针对上土下岩复合地层中超大跨隧道拱顶上覆薄层岩板的开挖稳定性问题,将其简化为半无限空间内的平面开孔力学... 浅埋超大跨硬质岩隧道的稳定性及失稳机理一直是工程界关注的重点。以胶州湾第二海底隧道正线与匝道并线超大跨段为工程依托,针对上土下岩复合地层中超大跨隧道拱顶上覆薄层岩板的开挖稳定性问题,将其简化为半无限空间内的平面开孔力学模型,同时考虑岩土交界面的外部荷载及初始地应力进行了弹性解析计算分析;利用共形映射变换及复变函数求解方法得到了岩体的应力及位移解,并与有限元解进行对比,验证了该解析模型及求解方法的正确性。在此基础上,基于摩尔-库仑屈服准则,分析围岩的剪切破坏状态,最终得到了围岩状态随覆岩厚度的变化规律。研究结果表明:随着拱顶覆岩厚度的减小,当覆岩厚度大于2 m时,围岩的变形变化较为平稳,应力主要向边墙传递,并在墙角位置产生集中,隧道开挖后有显著的拱效应,围岩能够自稳;当覆岩厚度进一步减小,围岩变形程度加剧,应力逐渐向拱部集中,剪切破坏区率先出现在岩土交界面的隧道中轴线两侧,当拱顶覆岩厚度持续减小至0.8 m时,尽管洞周仍未出现剪切破坏区,但由于岩土交界面和隧道拱部的突变式下沉,岩土交界面产生了明显的受拉破坏区域,岩体已失稳,难以直接进行开挖支护施工。 展开更多
关键词 隧道工程 围岩稳定性 保角映射变换 复变函数解析 复合地层 超大跨隧道 拱顶覆岩
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无限平板中任意双孔问题的复变函数解法 被引量:2
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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
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The complex variable reproducing kernel particle method for elasto-plasticity problems 被引量:5
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作者 CHEN Li CHENG YuMin 《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
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分布式全功率变速抽蓄机组调速器-变流器控制交互稳定性提升方法
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作者 栾一航 李琼林 +4 位作者 代双寅 王毅 杨士慧 彭能 孙建军 《中国电机工程学报》 北大核心 2025年第21期8338-8349,I0006,共13页
分布式全功率变速抽蓄机组内部调速器功率控制与变流器转速控制之间的交互作用将导致系统存在功率振荡甚至失稳的风险。对此,在机电暂态下分布式全功率变速抽蓄机组小信号模型的基础上,采用复转矩系数法定量分析机组调速器与变流器间的... 分布式全功率变速抽蓄机组内部调速器功率控制与变流器转速控制之间的交互作用将导致系统存在功率振荡甚至失稳的风险。对此,在机电暂态下分布式全功率变速抽蓄机组小信号模型的基础上,采用复转矩系数法定量分析机组调速器与变流器间的控制交互作用及其对机组总阻尼系数的影响,分析机组总阻尼系数对水泵水轮机传递系数及工作水头的灵敏度,并总结调速器与变流器控制参数的配合原则:进一步,针对机组总阻尼系数普遍较低的问题,提出在调速器侧串入补偿环节以增大机组总阻尼系数的稳定性提升方法,该控制策略在宽水头范围内均有较好的稳定性提升效果;最后,通过仿真及实验验证分析结论的准确性及控制策略的有效性。 展开更多
关键词 分布式全功率变速抽蓄机组 调速器 变流器 控制交互 复转矩系数法 稳定性提升
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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
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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
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半空间中多个椭圆孔洞对SH波的散射
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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
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二阶复常系数线性微分方程的通解
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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
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浅埋隧道围岩应力场的计算复变函数求解法 被引量:22
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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
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基于Griffith强度准则的岩溶区桩基溶洞稳定性分析 被引量:33
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作者 赵明华 肖尧 +3 位作者 徐卓君 杨超炜 胡倩 刘建华 《中国公路学报》 EI CAS CSCD 北大核心 2018年第1期31-37,共7页
为了给出桩端荷载作用于不同位置溶洞的稳定性评价方法,首先,依据岩溶区桩基承载特性,不考虑桩身侧摩阻力的影响,将上覆土层等效为相同重度的岩层,建立简化计算模型。其次,将桩端荷载等效为一集中力,基于Mindlin解求得桩端荷载作用下半... 为了给出桩端荷载作用于不同位置溶洞的稳定性评价方法,首先,依据岩溶区桩基承载特性,不考虑桩身侧摩阻力的影响,将上覆土层等效为相同重度的岩层,建立简化计算模型。其次,将桩端荷载等效为一集中力,基于Mindlin解求得桩端荷载作用下半无限空间内的地层应力。再次,利用复变函数的方法求得溶洞在重力作用下的地层应力,其主要思想是通过映射函数将溶洞所在平面映射到单位圆外域上,根据边界条件对地层应力进行求解。最后,将桩端荷载作用下产生的地层应力与溶洞在重力作用下产生的地层应力进行叠加,从而得到桩端荷载作用在含有溶洞地层中的应力表达式,并在此基础上求得最大、最小主应力,同时引入Griffith强度破坏准则,对溶洞稳定性进行评价。结果表明:通过计算可得溶洞边界上的应力最为集中,因此在实际工程应用中,可对溶洞边界上关键点进行验算来判断溶洞在桩基荷载作用下是否会发生破坏;理论计算结果与工程实际情况吻合良好,为岩溶区桩端荷载作用下溶洞稳定性评价提供了一种新的、更为接近工程实际情况的理论计算方法;值得注意的是,所提计算模型是基于平面应变假定,不能考虑桩和溶洞之间的空间效应,因此该方法也只能考虑单个溶洞的影响,这些问题在后续研究中值得深入探讨。 展开更多
关键词 道路工程 桩基础 Griffith强度准则 溶洞稳定性 MINDLIN解 复变函数
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