標(biāo)題: Titlebook: Boundary Element Analysis in Computational Fracture Mechanics; T. A. Cruse Book 1988 Kluwer Academic Publishers 1988 development.elasticit [打印本頁] 作者: 正當(dāng)理由 時(shí)間: 2025-3-21 16:12
書目名稱Boundary Element Analysis in Computational Fracture Mechanics影響因子(影響力)
書目名稱Boundary Element Analysis in Computational Fracture Mechanics影響因子(影響力)學(xué)科排名
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書目名稱Boundary Element Analysis in Computational Fracture Mechanics網(wǎng)絡(luò)公開度學(xué)科排名
書目名稱Boundary Element Analysis in Computational Fracture Mechanics被引頻次
書目名稱Boundary Element Analysis in Computational Fracture Mechanics被引頻次學(xué)科排名
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書目名稱Boundary Element Analysis in Computational Fracture Mechanics年度引用學(xué)科排名
書目名稱Boundary Element Analysis in Computational Fracture Mechanics讀者反饋
書目名稱Boundary Element Analysis in Computational Fracture Mechanics讀者反饋學(xué)科排名
作者: FORGO 時(shí)間: 2025-3-21 23:00 作者: 別名 時(shí)間: 2025-3-22 00:30
https://doi.org/10.1007/978-981-16-5289-9and the application of elastic potentials to satisfy equilibrium by Somigliana (1885). Much of the literature in the past ten years of BIE formulations has made use of the method of weighted residuals. While simple to apply, especially by those who have a finite element background, the method of wei作者: explicit 時(shí)間: 2025-3-22 05:08 作者: 心胸開闊 時(shí)間: 2025-3-22 11:23 作者: GRATE 時(shí)間: 2025-3-22 14:05
https://doi.org/10.1007/978-981-33-4834-9f the near-crack ‘tip material results in local damage that is not described accurately by linear elastic fracture mechanics analysis. While the stresses are limited to finite values due to plastic effects, the local strain intensity will generally be greater than the elastic case. While non-continu作者: 愛哭 時(shí)間: 2025-3-22 17:15 作者: Graphite 時(shí)間: 2025-3-23 00:53
https://doi.org/10.1007/978-94-009-1385-1development; elasticity; fracture mechanics; mechanics; modeling; numerical method; plasticity作者: languid 時(shí)間: 2025-3-23 03:54
978-94-010-7118-5Kluwer Academic Publishers 1988作者: Camouflage 時(shí)間: 2025-3-23 07:37 作者: 單調(diào)性 時(shí)間: 2025-3-23 11:45
Aristotle and Confucians on FriendshipThe limitations inherent to the BIE formulation of fracture mechanics problems were outlined in Chapter 4. It was shown that the integral equations degenerate when two surfaces of the same region become arbitrarily close.作者: 來就得意 時(shí)間: 2025-3-23 16:01
Displacement Discontinuity Modeling of Cracks,The limitations inherent to the BIE formulation of fracture mechanics problems were outlined in Chapter 4. It was shown that the integral equations degenerate when two surfaces of the same region become arbitrarily close.作者: 形狀 時(shí)間: 2025-3-23 20:13
Boundary Element Analysis in Computational Fracture Mechanics978-94-009-1385-1Series ISSN 0923-6740 作者: nostrum 時(shí)間: 2025-3-23 23:01 作者: LANCE 時(shí)間: 2025-3-24 02:36
Restriction on Interracial Matrimony,. The literature on fracture mechanics is quite extensive. For a comprehensive treatment of fundamentals, the reader is directed to Broek (1986), and for advanced discussions, to Kanninen and Popelar (1986).作者: 小蟲 時(shí)間: 2025-3-24 10:35 作者: 飛來飛去真休 時(shí)間: 2025-3-24 10:50
An Historical Perspective,ated a reciprocal work theorem, considering the work done by stresses in one solution state doing work on the strains of a distinct solution state. Such a “work” is work only in the mathematical sense and obviously has no physical counterpart.作者: Iniquitous 時(shí)間: 2025-3-24 17:55 作者: Tincture 時(shí)間: 2025-3-24 20:56
BIE Modeling of Crack Surfaces,tisfy interior equilibrium, for a given boundary solution. The source of modeling error for BEM analyses is therefore not the volume discretization, as in the FEM, but rather the boundary discretization.作者: 先行 時(shí)間: 2025-3-25 00:22 作者: 脫落 時(shí)間: 2025-3-25 05:25 作者: cringe 時(shí)間: 2025-3-25 07:56 作者: Feature 時(shí)間: 2025-3-25 11:42 作者: exorbitant 時(shí)間: 2025-3-25 19:09
Two-Dimensional Weight Function Evaluation, geometry but different loading conditions can be obtained from the weight function for the reference set of loading conditions. The process involves an integration of the uncracked stress field times the weight function to arrive at the crack tip stress intensity factor for those imposed stresses.作者: machination 時(shí)間: 2025-3-25 21:35 作者: Oligarchy 時(shí)間: 2025-3-26 00:59 作者: TRACE 時(shí)間: 2025-3-26 04:19 作者: SCORE 時(shí)間: 2025-3-26 12:03 作者: detach 時(shí)間: 2025-3-26 14:33
Elastoplastic Fracture Mechanics Analysis,ses are limited to finite values due to plastic effects, the local strain intensity will generally be greater than the elastic case. While non-continuum slip or void formation damage may occur, the present discussion is limited to classical continuum behavior.作者: 窒息 時(shí)間: 2025-3-26 19:57 作者: countenance 時(shí)間: 2025-3-27 00:31
Boundary Element Analysis in Computational Fracture Mechanics作者: 雕鏤 時(shí)間: 2025-3-27 01:19 作者: 令人不快 時(shí)間: 2025-3-27 08:43
An Historical Perspective,ated a reciprocal work theorem, considering the work done by stresses in one solution state doing work on the strains of a distinct solution state. Such a “work” is work only in the mathematical sense and obviously has no physical counterpart.作者: syring 時(shí)間: 2025-3-27 12:24 作者: 拋媚眼 時(shí)間: 2025-3-27 17:05
Boundary-Integral Equation Formulation and Solution,and the application of elastic potentials to satisfy equilibrium by Somigliana (1885). Much of the literature in the past ten years of BIE formulations has made use of the method of weighted residuals. While simple to apply, especially by those who have a finite element background, the method of wei作者: 單色 時(shí)間: 2025-3-27 17:50
BIE Modeling of Crack Surfaces,tisfy interior equilibrium, for a given boundary solution. The source of modeling error for BEM analyses is therefore not the volume discretization, as in the FEM, but rather the boundary discretization.作者: 柔軟 時(shí)間: 2025-3-28 01:59 作者: 退潮 時(shí)間: 2025-3-28 04:12 作者: 流逝 時(shí)間: 2025-3-28 08:48
Two-Dimensional Weight Function Evaluation,nerally taken to be the normalized rate of change of surface displacements with respect to crack size for a reference state of loading. As shown by Rice (1972), this weight function acts as a Green’s function for the crack problem. That is, the solution to any fracture mechanics problem for the same作者: FLAX 時(shí)間: 2025-3-28 12:09 作者: 漂白 時(shí)間: 2025-3-28 15:47
