標(biāo)題: Titlebook: Boundary Element Methods; Proceedings of the T Carlos A. Brebbia Conference proceedings 1981 Springer-Verlag Berlin Heidelberg 1981 Boundar [打印本頁(yè)] 作者: 哪能仁慈 時(shí)間: 2025-3-21 16:59
書目名稱Boundary Element Methods影響因子(影響力)
書目名稱Boundary Element Methods影響因子(影響力)學(xué)科排名
書目名稱Boundary Element Methods網(wǎng)絡(luò)公開(kāi)度
書目名稱Boundary Element Methods網(wǎng)絡(luò)公開(kāi)度學(xué)科排名
書目名稱Boundary Element Methods被引頻次
書目名稱Boundary Element Methods被引頻次學(xué)科排名
書目名稱Boundary Element Methods年度引用
書目名稱Boundary Element Methods年度引用學(xué)科排名
書目名稱Boundary Element Methods讀者反饋
書目名稱Boundary Element Methods讀者反饋學(xué)科排名
作者: 正式演說(shuō) 時(shí)間: 2025-3-22 00:09
A Boundary Element Formulation of Problems in Linear Isotropic Elasticity with Body Forcesdomain integral may be transformed to a boundary integral or boundary integrals which may be evaluated at the same time as the boundary integrals involving the surface displacements and tractions. Ref. [5] is concerned exclusively with axisymmetric geometry; however, the authors’ use of the Galerkin作者: 灰心喪氣 時(shí)間: 2025-3-22 03:19
A Unified Second Order Boundary Element Method for Structures Analysisve to take into account skew-symmetric components and couple-stress which are second order terms. The second order quantities are negligible compared to the first order ones in low gradients zones, but they cannot be omitted in singular high gradients zones..The main advantage of the new modelizatio作者: motivate 時(shí)間: 2025-3-22 08:22 作者: 談判 時(shí)間: 2025-3-22 10:34 作者: 協(xié)議 時(shí)間: 2025-3-22 15:11
https://doi.org/10.1057/9781403981608 has been applied to the flow of liquid sodium in cooling components of Liquid-Metal Fast Breeder Reactors. Special attention will be paid to the pressure wave propagation resulting from a sodium-water reaction following a tube rupture in a LMFBR steam generator. The boundary is given by (parts of) 作者: 軟弱 時(shí)間: 2025-3-22 17:08 作者: Stricture 時(shí)間: 2025-3-23 01:15
https://doi.org/10.1057/9781403980342ve to take into account skew-symmetric components and couple-stress which are second order terms. The second order quantities are negligible compared to the first order ones in low gradients zones, but they cannot be omitted in singular high gradients zones..The main advantage of the new modelizatio作者: 痛苦一生 時(shí)間: 2025-3-23 05:19 作者: prostate-gland 時(shí)間: 2025-3-23 08:34 作者: 利用 時(shí)間: 2025-3-23 11:12
Sex and Censorship during the Occupation,generation. Both of these factors combine to reduce considerably the cost of computing acceptable numerical solutions. In this paper a potential method is developed which essentially extends to the diffusion equation most of the advantages currently afforded to elliptic equations.作者: 競(jìng)選運(yùn)動(dòng) 時(shí)間: 2025-3-23 15:02 作者: Stress-Fracture 時(shí)間: 2025-3-23 21:47 作者: Embolic-Stroke 時(shí)間: 2025-3-23 23:04
Quasistatic Indentation of a Rubber covered Roll by a Rigid Roll — The Boundary Element Solution thickness of the layer and the Poisson ratio of the material of the layer. Results computed and presented graphically include the pressure distribution over the contact surface, the shape of the indented surface and the stress distribution at the bond surface.作者: MOTTO 時(shí)間: 2025-3-24 05:09 作者: 時(shí)間等 時(shí)間: 2025-3-24 08:35 作者: 冥界三河 時(shí)間: 2025-3-24 11:11 作者: 隼鷹 時(shí)間: 2025-3-24 15:21
Climate Change Policy in the Arab Region,rocal theorem boundary integral formulations for the solution as well of the geometrical as of the statical boundary value problem. Here this derivation is realized for the case of circular cylindrical shells.作者: Explicate 時(shí)間: 2025-3-24 21:09 作者: famine 時(shí)間: 2025-3-25 00:43
https://doi.org/10.1057/9781403981608 solutions of limiting waves over the whole range of depth: wavelength ratios. The paper presents a specimen solution and discusses various aspects of computing strategy, including the choice of number and position of nodal points. Conditions under which convergence fails are also briefly considered.作者: Callus 時(shí)間: 2025-3-25 05:12
Christianity Spreads from Ancient Roots, to a boundary displacement or tension linear combination..We obtain the true boundary integral equations by introducing boundary conditions into these identities..Two ways of discretisation are shown.作者: ABYSS 時(shí)間: 2025-3-25 10:28 作者: antiandrogen 時(shí)間: 2025-3-25 13:13 作者: MITE 時(shí)間: 2025-3-25 17:49
https://doi.org/10.1057/9781137014962med into a Fredholm Integral equation which involves the unknown vector potential and its normal derivative at the boundary. A set of simultaneous equations is found which approximates the integral. Results are compared to a finite element solution for a sample problem.作者: 連詞 時(shí)間: 2025-3-25 20:59
Sex and Censorship during the Occupation,he problem is reduced by one. This feature reduces, not only the number of algebraic equations to be solved, but also alleviates the problems of mesh generation. Both of these factors combine to reduce considerably the cost of computing acceptable numerical solutions. In this paper a potential metho作者: 遺產(chǎn) 時(shí)間: 2025-3-26 01:48
https://doi.org/10.1057/9781403981608velocity potential satisfies the Laplace or Poisson equation. This potential can be found by solving the linear equations resulting from a discretisation of the boundary integral equation..The velocity potential for unsteady fluid flow can be found by solving the three-dimensional wave equation. The作者: Magisterial 時(shí)間: 2025-3-26 05:44 作者: 有效 時(shí)間: 2025-3-26 09:34
Christianity Spreads from Ancient Roots,d consideration of displacement and tension jumps across the boundary, connected with these two problems. Two of these identities express, according to these jumps, displacements and stresses everywhere in both the interior and exterior domains. The two others respectively connect the previous jumps作者: 條約 時(shí)間: 2025-3-26 14:32
https://doi.org/10.1057/9781403980342he finite element method freedoms need only be defined on the boundary of the domain of the problem. Once these are determined the solution within the domain is obtained using appropriate surface integrals of the boundary solution.作者: mitten 時(shí)間: 2025-3-26 18:57
https://doi.org/10.1057/9781403980342nder analysis is limited to surface loading, since it is necessary to discretize only the boundary of the body and not the whole domain as must be done when using a technique such as the Finite Element Method (FEM). When body forces are present these have usually been handled by evaluating a domain 作者: 預(yù)測(cè) 時(shí)間: 2025-3-27 00:42
https://doi.org/10.1057/9781403980342displacement discontinuity on a finite segment in an infinite or semi-infinite medium. The extension of the method to three-dimensional problems is presented together with some examples of its application. It is shown that the use of the Volterra integral to derive the fundamental solution not only 作者: 擁護(hù)者 時(shí)間: 2025-3-27 04:43
https://doi.org/10.1057/9781403980342ate or instable results, due to the geometrical and/or loading singularities..High gradients zones (even very localized) are precisely damaging areas, especially responsible for fatigue collapses. Therefore, it seems particularly interesting to introduce a better modelization in order to eliminate t作者: canonical 時(shí)間: 2025-3-27 07:52 作者: 預(yù)測(cè) 時(shí)間: 2025-3-27 12:35 作者: 完成才會(huì)征服 時(shí)間: 2025-3-27 16:21 作者: Inferior 時(shí)間: 2025-3-27 19:47
N. S. Ajeesh Kumar,K. L. Radhikader is analyzed by the boundary element method. For the same contact width, the pressure at the contact surface is found to depend noticeably upon the thickness of the layer and the Poisson ratio of the material of the layer. Results computed and presented graphically include the pressure distributi作者: 樹上結(jié)蜜糖 時(shí)間: 2025-3-28 01:39
https://doi.org/10.1057/9780230367708TThe problem of finding the capacitance of a (curvilinear) quadrilateral is formulated in two distinct ways, each involving the solution of a boundary value problem for Laplace’s equation. In each case the boundary value problem is solved by the direct boundary element method based upon Green’s third identity. Some numerical results are presented.作者: 支架 時(shí)間: 2025-3-28 04:44
https://doi.org/10.1057/9781403980342Although many elasticity problems have been solved by both analytical and numerical techniques, solutions for actual problems involving complex geometries are still relatively scarce.作者: 音樂(lè)會(huì) 時(shí)間: 2025-3-28 10:00
https://doi.org/10.1057/9781403980342IN the boundary element method the familiar infinite system of integral equations is discretized by the introduction of boundary elements. As with Finite Elements one can define a heirarchy of elements here ranging from constant through linear, quadratic etc.作者: 蒸發(fā) 時(shí)間: 2025-3-28 13:20 作者: Engaged 時(shí)間: 2025-3-28 14:42 作者: Robust 時(shí)間: 2025-3-28 19:31 作者: chuckle 時(shí)間: 2025-3-29 00:58 作者: Atrium 時(shí)間: 2025-3-29 05:46 作者: 矛盾心理 時(shí)間: 2025-3-29 09:19 作者: Tdd526 時(shí)間: 2025-3-29 12:13
Regular Boundary Integral Equations for Stress Analysishe finite element method freedoms need only be defined on the boundary of the domain of the problem. Once these are determined the solution within the domain is obtained using appropriate surface integrals of the boundary solution.作者: Epidural-Space 時(shí)間: 2025-3-29 17:05 作者: 出汗 時(shí)間: 2025-3-29 23:16 作者: 人工制品 時(shí)間: 2025-3-30 00:47
https://doi.org/10.1057/9781403980342he finite element method freedoms need only be defined on the boundary of the domain of the problem. Once these are determined the solution within the domain is obtained using appropriate surface integrals of the boundary solution.作者: 沒(méi)有準(zhǔn)備 時(shí)間: 2025-3-30 05:04
https://doi.org/10.1007/978-3-662-11270-0Boundary; Randelementmethode作者: Flounder 時(shí)間: 2025-3-30 12:13
978-3-662-11272-4Springer-Verlag Berlin Heidelberg 1981作者: 政府 時(shí)間: 2025-3-30 15:48
Boundary Element Solutions to the Eddy Current Problemmed into a Fredholm Integral equation which involves the unknown vector potential and its normal derivative at the boundary. A set of simultaneous equations is found which approximates the integral. Results are compared to a finite element solution for a sample problem.作者: 手術(shù)刀 時(shí)間: 2025-3-30 20:16 作者: inferno 時(shí)間: 2025-3-30 21:28
The Application of Boundary Elements to Steady and Unsteady Potential Fluid Flow Problems in Two andvelocity potential satisfies the Laplace or Poisson equation. This potential can be found by solving the linear equations resulting from a discretisation of the boundary integral equation..The velocity potential for unsteady fluid flow can be found by solving the three-dimensional wave equation. The作者: 序曲 時(shí)間: 2025-3-31 01:06
Computing Strategy in the Integral Equation Solution of Limiting Gravity Waves in Water line. The crest is then angled rather than rounded, with an included angle of 12O°, implying a singularity of order 2/3 in the complex potential plane..An integral equation technique, employing two leading terms to represent the crest, has been successfully used by the author to generate definitive作者: Credence 時(shí)間: 2025-3-31 06:01 作者: 進(jìn)取心 時(shí)間: 2025-3-31 10:15 作者: strain 時(shí)間: 2025-3-31 13:30
A Boundary Element Formulation of Problems in Linear Isotropic Elasticity with Body Forcesnder analysis is limited to surface loading, since it is necessary to discretize only the boundary of the body and not the whole domain as must be done when using a technique such as the Finite Element Method (FEM). When body forces are present these have usually been handled by evaluating a domain 作者: 依法逮捕 時(shí)間: 2025-3-31 19:18 作者: 慢慢沖刷 時(shí)間: 2025-4-1 00:46
A Unified Second Order Boundary Element Method for Structures Analysisate or instable results, due to the geometrical and/or loading singularities..High gradients zones (even very localized) are precisely damaging areas, especially responsible for fatigue collapses. Therefore, it seems particularly interesting to introduce a better modelization in order to eliminate t
