標(biāo)題: Titlebook: Direct Methods for Limit and Shakedown Analysis of Structures; Advanced Computation Paolo Fuschi,Aurora Angela Pisano,Dieter Weichert Book [打印本頁] 作者: 矜持 時間: 2025-3-21 16:38
書目名稱Direct Methods for Limit and Shakedown Analysis of Structures影響因子(影響力)
書目名稱Direct Methods for Limit and Shakedown Analysis of Structures影響因子(影響力)學(xué)科排名
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書目名稱Direct Methods for Limit and Shakedown Analysis of Structures網(wǎng)絡(luò)公開度學(xué)科排名
書目名稱Direct Methods for Limit and Shakedown Analysis of Structures被引頻次
書目名稱Direct Methods for Limit and Shakedown Analysis of Structures被引頻次學(xué)科排名
書目名稱Direct Methods for Limit and Shakedown Analysis of Structures年度引用
書目名稱Direct Methods for Limit and Shakedown Analysis of Structures年度引用學(xué)科排名
書目名稱Direct Methods for Limit and Shakedown Analysis of Structures讀者反饋
書目名稱Direct Methods for Limit and Shakedown Analysis of Structures讀者反饋學(xué)科排名
作者: Trochlea 時間: 2025-3-21 23:54 作者: 符合國情 時間: 2025-3-22 03:56
https://doi.org/10.1007/978-3-662-65165-0 is employed to determine the evolution of the strain and stress fields over the cycle. Mathematically, this results in a convex constrained optimization problem, which is formulated making use of finite element discretization. The proposed optimization approach is validated through the Bree problem作者: Middle-Ear 時間: 2025-3-22 08:03
Josef Niebauer,Martin Halle,Herbert L?llgennerally infeasible and they are projected into the null space of the equilibrium conditions in order to yield a feasible set of self-equilibrating nonzero stresses. Next, this feasible point is completed by a safety factor, obtained from a one-dimensional optimization problem of elastic limit type. 作者: Badger 時間: 2025-3-22 12:27
Sportkommunikation in digitalen Mediented which converges, from above, to the shakedown load factor when only the constant term of the series remains. An elastic-perfectly plastic with a von Mises yield surface is currently assumed. The method may be implemented in any existing FE code and its efficiency is demonstrated by a couple of a作者: Pcos971 時間: 2025-3-22 16:25
https://doi.org/10.1007/978-3-658-32518-3 complications carried in by the more complex constitutive behavior of the material herein considered, the overall conceptual architecture of the shakedown theorems remain within the classical Melan and Koiter theoretical framework. Further research efforts are needed to develop specific numerical p作者: Pcos971 時間: 2025-3-22 18:04 作者: cravat 時間: 2025-3-22 22:01
The Influence of Limited Kinematical Hardening on Shakedown of Materials and Structures,nce, the aim of this paper is to investigate the effect of nonlinearity of the hardening law by showing that in certain scenarios the introduction of an explicit hardening law as a subsidiary constraint is unavoidable.作者: cluster 時間: 2025-3-23 01:23 作者: Optic-Disk 時間: 2025-3-23 09:27
A New Starting Point Strategy for Shakedown Analysis,nerally infeasible and they are projected into the null space of the equilibrium conditions in order to yield a feasible set of self-equilibrating nonzero stresses. Next, this feasible point is completed by a safety factor, obtained from a one-dimensional optimization problem of elastic limit type. 作者: 躺下殘殺 時間: 2025-3-23 11:29 作者: glisten 時間: 2025-3-23 14:21
Shakedown Analysis Within the Framework of Strain Gradient Plasticity, complications carried in by the more complex constitutive behavior of the material herein considered, the overall conceptual architecture of the shakedown theorems remain within the classical Melan and Koiter theoretical framework. Further research efforts are needed to develop specific numerical p作者: 過度 時間: 2025-3-23 21:46
Yield Design of Periodically Heterogeneous Plates,作者: ALB 時間: 2025-3-23 23:25 作者: DEMUR 時間: 2025-3-24 03:56 作者: 信徒 時間: 2025-3-24 07:59
0925-0042 to requested information in mathematically constructive manners without cumbersome step-by-step computation..Both researchers already interested or involved in the field and practical engineers who want to have978-3-319-35796-6978-3-319-12928-0Series ISSN 0925-0042 Series E-ISSN 2214-7764 作者: 證實 時間: 2025-3-24 11:37 作者: CUB 時間: 2025-3-24 18:23
Solid Mechanics and Its Applicationshttp://image.papertrans.cn/e/image/280615.jpg作者: NAVEN 時間: 2025-3-24 19:52 作者: 熄滅 時間: 2025-3-25 00:18 作者: Heterodoxy 時間: 2025-3-25 03:24
Viel hilft viel; sch?digt Sport das Myokard?ic admissibility conditions relative to a prescribed load. A significant feature of the continuous topology optimization problem is its outstanding similarity with the direct static formulation of the limit analysis problem that can be written as a conic programming problem. The discrete, e.i. black作者: Palpitation 時間: 2025-3-25 08:29 作者: Choreography 時間: 2025-3-25 12:12 作者: Constituent 時間: 2025-3-25 17:42 作者: harbinger 時間: 2025-3-25 23:36
Josef Niebauer,Martin Halle,Herbert L?llgentures problems contain a large number of variables and constraints, leading to large-scale nonlinear programming problems, since, usually, nonlinear yield criteria are preferred. The respective algorithms use iterative techniques to solve the problem at hand and the selection of a starting point is 作者: 膽大 時間: 2025-3-26 02:29 作者: 不可知論 時間: 2025-3-26 06:44 作者: Concomitant 時間: 2025-3-26 10:34 作者: DEMUR 時間: 2025-3-26 16:14
https://doi.org/10.1007/978-3-658-32518-3endence through the . (Hall–Petch effects), whereby the yield stress is related to the effective plastic strain by a suitable second-order partial differential equation with related boundary conditions. For a perfectly plastic material with strengthening effects, the classical concepts of plastic an作者: 名字的誤用 時間: 2025-3-26 16:52 作者: 柳樹；枯黃 時間: 2025-3-26 22:02 作者: evince 時間: 2025-3-27 03:19 作者: SEEK 時間: 2025-3-27 08:37
Direct Methods for Limit and Shakedown Analysis of Structures978-3-319-12928-0Series ISSN 0925-0042 Series E-ISSN 2214-7764 作者: 兒童 時間: 2025-3-27 12:20
https://doi.org/10.1007/978-3-319-12928-0Direct Methods; Limit States; Numerical Algorithms; Optimization Methods; Plastic Design作者: ANT 時間: 2025-3-27 16:06 作者: commune 時間: 2025-3-27 20:16
Social Media für Sportler – Do’s and Don’ts problem at the same level so allowing a consistent linearization that improves the computational efficiency. The numerical tests performed for 2D problems show the good performance and the great robustness of the proposed algorithm.作者: 節(jié)省 時間: 2025-3-27 23:34
Geschlecht, Konstitution und Lebensaltertropy and plastic anisotropy are investigated. And shakedown solutions for a two-layered pavement system with cross-anisotropic materials are also presented. Results imply that pavement design based on the isotropic assumption may result in unsafe design against rutting.作者: 賄賂 時間: 2025-3-28 04:17
Book 2015edown analysis. Apart from classical applications in mechanical and civil engineering contexts, the book reports on the emerging field of material design beyond the elastic limit, which has further industrial design and technological applications. Readers will discover that “Direct Methods” and the 作者: Debark 時間: 2025-3-28 09:39 作者: 我不重要 時間: 2025-3-28 13:06
Herbert L?llgen,Ruth Mari L?llgenerall material strength, the relationship between strength and composite structure is investigated by means of statistics. Meanwhile, several numerical issues, e.g. the impact of RVE’s size, mesh density, as well as the discrepancy between 2D and 3D models, are studied.作者: 有毛就脫毛 時間: 2025-3-28 17:31 作者: SPECT 時間: 2025-3-28 19:57
A Direct Method Formulation for Topology Plastic Design of Continua,olved as a sequence of conic programming problems of the same form as the continuous design problem. The proposed method is formulated in plane strain using Tresca materials and is illustrated on continuous and discrete example design problems taken from the literature.作者: 擦掉 時間: 2025-3-28 23:30 作者: perjury 時間: 2025-3-29 05:28 作者: defibrillator 時間: 2025-3-29 09:54 作者: Spirometry 時間: 2025-3-29 14:49 作者: explicit 時間: 2025-3-29 19:15 作者: receptors 時間: 2025-3-29 21:00
Bevor es los geht: Sinnvolle überlegungen the use of a simple and inexpensive radial return mapping process for its solution. A series of numerical tests are presented to show both the accuracy and the effectiveness of the proposed formulation.作者: CRASS 時間: 2025-3-30 03:52 作者: STALL 時間: 2025-3-30 07:18 作者: 發(fā)牢騷 時間: 2025-3-30 12:15 作者: Harbor 時間: 2025-3-30 16:24
An Efficient Algorithm for Shakedown Analysis Based on Equality Constrained Sequential Quadratic Pr problem at the same level so allowing a consistent linearization that improves the computational efficiency. The numerical tests performed for 2D problems show the good performance and the great robustness of the proposed algorithm.作者: GONG 時間: 2025-3-30 17:17
Three-Dimensional Shakedown Solutions for Cross-Anisotropic Cohesive-Frictional Materials Under Movtropy and plastic anisotropy are investigated. And shakedown solutions for a two-layered pavement system with cross-anisotropic materials are also presented. Results imply that pavement design based on the isotropic assumption may result in unsafe design against rutting.作者: countenance 時間: 2025-3-30 21:14 作者: FLOAT 時間: 2025-3-31 03:42
Limit Analysis and Macroscopic Strength of Porous Materials with Coulomb Matrix,el is presented, together with its axisymmetric FEM discretization and its mechanical position. Then, after an adaptation of a previous static code, an original mixed (but fully kinematic) approach dedicated to the axisymmetric problem was elaborated with a specific quadratic velocity field associat
