標題: Titlebook: Direct Methods; Methodological Progr Aurora Angela Pisano,Konstantinos Vassilios Spilio Book 2021 The Editor(s) (if applicable) and The Aut [打印本頁] 作者: 小故障 時間: 2025-3-21 19:57
書目名稱Direct Methods影響因子(影響力)
書目名稱Direct Methods影響因子(影響力)學科排名
書目名稱Direct Methods網(wǎng)絡公開度
書目名稱Direct Methods網(wǎng)絡公開度學科排名
書目名稱Direct Methods被引頻次
書目名稱Direct Methods被引頻次學科排名
書目名稱Direct Methods年度引用
書目名稱Direct Methods年度引用學科排名
書目名稱Direct Methods讀者反饋
書目名稱Direct Methods讀者反饋學科排名
作者: admission 時間: 2025-3-21 23:28
Homogenization of Ductile Porous Materials by Limit and Shakedown Analysis,macroscopic yield criterion was also proposed for a non associated Drucker-Prager matrix. Using the Shakedown Analysis, the method has been extended to the repeated variable loadings to obtain a fatigue criterion for the porous materials. It depends on the porosity but also strongly on Poisson’s coe作者: Gyrate 時間: 2025-3-22 03:26
Recent Updates of the Residual Stress Decomposition Method for Shakedown Analysis,faster convergence by avoiding some unnecessary calculations and extended to account also for cyclic imposed displacements. Computational implementation was performed in an open source research oriented finite element analysis program. Three-dimensional brick elements are used to deal model complex 作者: Aviary 時間: 2025-3-22 05:23 作者: debble 時間: 2025-3-22 10:07
1613-7736 ct Methods: Methodological Progress and Engineering Applications,” which was offered as a mini-symposium of PCM-CMM 2019, held in Cracow, Poland in September 2019..978-3-030-48836-9978-3-030-48834-5Series ISSN 1613-7736 Series E-ISSN 1860-0816 作者: 歌曲 時間: 2025-3-22 14:05 作者: 歌曲 時間: 2025-3-22 20:39
Methoden- und Untersuchungsdesign,macroscopic yield criterion was also proposed for a non associated Drucker-Prager matrix. Using the Shakedown Analysis, the method has been extended to the repeated variable loadings to obtain a fatigue criterion for the porous materials. It depends on the porosity but also strongly on Poisson’s coe作者: chastise 時間: 2025-3-22 23:36 作者: gusher 時間: 2025-3-23 02:02
Gef??traumata an der oberen Extremit?tf this method is successfully implemented into the Abaqus platform, which makes it become a general utility tool for shakedown analysis of complex structures. Numerous examples related to pressure vessel and power plant engineering are presented to illustrate the performance of the method for shaked作者: 范例 時間: 2025-3-23 07:07
https://doi.org/10.1007/978-3-030-48834-5structural safety assessment; Computer Methods in Mechanics; Material Modelling; Limit Analysis of Stru作者: sterilization 時間: 2025-3-23 13:21
978-3-030-48836-9The Editor(s) (if applicable) and The Author(s), under exclusive license to Springer Nature Switzerl作者: 調(diào)色板 時間: 2025-3-23 15:46 作者: notice 時間: 2025-3-23 20:41
Sport-Branding im Bereich Liga/Rennserieous structural integrity assessments, more recently, the creep-fatigue damage assessment considering full creep-cyclic plasticity interaction using the extended Direct Steady Cycle Analysis. In order to encourage the widespread implementation of the LMM throughout the industry, an Abaqus CAE plug-in作者: CLAN 時間: 2025-3-23 22:32 作者: Guileless 時間: 2025-3-24 05:44 作者: anthropologist 時間: 2025-3-24 09:10
Sport-Branding im Bereich Verbandighting some of its peculiar features, such as the lack of uniqueness of the collapse multiplier, a fixed-point based algorithm is presented for constructing a solution, obtained by iteratively solving straightforward associative limit analysis problems. Supported by the comparison with benchmark pr作者: 清唱劇 時間: 2025-3-24 11:42
Methoden- und Untersuchungsdesign,me (REV) with a matrix obeying von Mises microscopic plastic yield criterion, a stress variational model (SVM), dual of Gurson’s one, has been proposed to find by the Limit Analysis a macroscopic criterion depending on the porosity. Remarkably, it depends on the third invariant . but only through it作者: 隼鷹 時間: 2025-3-24 17:40
Zusammenfassung der Ergebnisse, strains develop. The outcome of these loadings may be estimated either using a time-consuming step by step analysis or adopting modern Direct Methods which are capable to predict final cyclic states, like the elastic shakedown (safe state), the alternating plasticity, or the ratcheting (unsafe stat作者: cutlery 時間: 2025-3-24 21:49
Gef??traumata an der oberen Extremit?tres under variable repeated mechanical and thermal loads. Instead of establishing the mathematical programming formulation, the SCM performs a two-level iterative procedure based on a series of linear finite element (FE) solutions. By adding an extra stress (named the compensation stress) to the yie作者: 擺動 時間: 2025-3-25 01:19 作者: 導師 時間: 2025-3-25 04:13
Informelles Freizeitsportengagement,erature, the Brezis-Ekeland-Nayroles (BEN) principle, an alternative step-by-step algorithm, based on the time integration of the sum of the dissipation potential and its Fenchel polar can have a global view of whole evolution. In short, the BEN principle converts a mechanical problem to a constrain作者: CHASE 時間: 2025-3-25 10:33 作者: 確定 時間: 2025-3-25 15:41 作者: Insubordinate 時間: 2025-3-25 17:00 作者: 褻瀆 時間: 2025-3-25 20:36 作者: Torrid 時間: 2025-3-26 04:00 作者: Visual-Acuity 時間: 2025-3-26 05:28
1613-7736 research focused on the limit and shakedown analysis of str.This book provides an overview of direct methods such as limit and shakedown analysis, which are intended to do away with the need for cumbersome step-by-step calculations and determine the loading limits of mechanical structures under mon作者: Fierce 時間: 2025-3-26 10:17 作者: 朦朧 時間: 2025-3-26 12:52
Book 2021p-by-step calculations and determine the loading limits of mechanical structures under monotone, cyclic or variable loading with unknown loading history. The respective contributions demonstrate how tremendous advances in numerical methods, especially in optimization, have contributed to the success作者: 狗窩 時間: 2025-3-26 18:15 作者: 元音 時間: 2025-3-27 00:34
Sport-Branding im Bereich Verbandeel structures checks of fillet welds or beams under biaxial bending moment, and second with complex 3D steel assemblies. The results show good agreement with the failures modes and resistance values presented in the Eurocode and allows us to obtain a reliable estimate of the ultimate resistance within a reasonable time.作者: 苦惱 時間: 2025-3-27 01:44
Formelles Freizeitsportengagement,ation factor, as a function of the critical speed and the friction angle of subsoil, is proposed to effectively obtain the shakedown limit of the slab track substructure at any train speed. In light of the shakedown solutions, improvements to the existing design and analysis approaches are also suggested.作者: Omnipotent 時間: 2025-3-27 05:25
Limit Analysis of Complex 3D Steel Structures Using Second-Order Cone Programming,eel structures checks of fillet welds or beams under biaxial bending moment, and second with complex 3D steel assemblies. The results show good agreement with the failures modes and resistance values presented in the Eurocode and allows us to obtain a reliable estimate of the ultimate resistance within a reasonable time.作者: 周年紀念日 時間: 2025-3-27 09:49 作者: Outshine 時間: 2025-3-27 15:51 作者: 卡死偷電 時間: 2025-3-27 19:15 作者: 法官 時間: 2025-3-27 23:07 作者: seroma 時間: 2025-3-28 05:01
Die Grundlagen des Sport-Sponsoringssafe states at increasing fire durations up?to the limit fire duration, that is the time of exposure which leads to structural collapse. The procedure represents a global fire analysis able to take account of the stress redistribution over the frame. Numerical examples are given to illustrate the proposal.作者: 肉體 時間: 2025-3-28 09:00
Gef??traumata an der oberen Extremit?te to construct both lower and upper bounds of the set of loadings for which elastic shakedown occurs, in the spirit of Melan and Koiter theorems in classical plasticity. An illustrative example—for which all the relevant calculations can be done in closed-form—is presented.作者: 觀點 時間: 2025-3-28 11:50
Informelles Freizeitsportengagement, statics and dynamics. We apply it numerically to solve the classical problem of a tube problem in plane strain subjected to an internal pressure in statics and dynamics. An excellent agreement is obtained between the numerical results obtained by the BEN approach and the reference numerical solution.作者: 噴油井 時間: 2025-3-28 17:10 作者: sed-rate 時間: 2025-3-28 21:17
Limit Fire Analysis of 3D Framed Structures Based on Time-Dependent Yield Surfaces,safe states at increasing fire durations up?to the limit fire duration, that is the time of exposure which leads to structural collapse. The procedure represents a global fire analysis able to take account of the stress redistribution over the frame. Numerical examples are given to illustrate the proposal.作者: 兇兆 時間: 2025-3-28 23:04
On Cyclic Steady States and Elastic Shakedown in Diffusion-Induced Plasticity,e to construct both lower and upper bounds of the set of loadings for which elastic shakedown occurs, in the spirit of Melan and Koiter theorems in classical plasticity. An illustrative example—for which all the relevant calculations can be done in closed-form—is presented.作者: Loathe 時間: 2025-3-29 05:52
Numerical Method for Quasi-static and Dynamic Elastoplastic Problems by Symplectic Brezis-Ekeland-N statics and dynamics. We apply it numerically to solve the classical problem of a tube problem in plane strain subjected to an internal pressure in statics and dynamics. An excellent agreement is obtained between the numerical results obtained by the BEN approach and the reference numerical solution.作者: bizarre 時間: 2025-3-29 08:00 作者: Incorruptible 時間: 2025-3-29 13:07
Evaluation of Human Bones Load Bearing Capacity with the Limit Analysis Theory,of human bones. Such a prediction can be useful to prevent skeletal diseases, osteoporosis and bones fractures; a problem of great interest in biomechanics and of relevant socio-economic impact in modern societies. A constitutive model of Tsai-Wu-type in principal stress space is assumed for the hum作者: Hallmark 時間: 2025-3-29 19:10 作者: incite 時間: 2025-3-29 23:39
Limit Analysis of Complex 3D Steel Structures Using Second-Order Cone Programming,r cone programming (SOCP). The classic upper and lower bound principles of yield analysis, naturally written as optimization problems, are formulated as a pair of dual second-order cone programs which are then solved using a state-of-the art primal-dual interior point method (IPM). The IPM shows goo作者: Fortify 時間: 2025-3-30 03:38
