標(biāo)題: Titlebook: Direct Methods for Limit State of Materials and Structures; Advanced Computation Giovanni Garcea,Dieter Weichert Book 2023 The Editor(s) (i [打印本頁(yè)] 作者: Deleterious 時(shí)間: 2025-3-21 17:59
書目名稱Direct Methods for Limit State of Materials and Structures影響因子(影響力)
書目名稱Direct Methods for Limit State of Materials and 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 State of Materials and Structures被引頻次
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書目名稱Direct Methods for Limit State of Materials and Structures讀者反饋
書目名稱Direct Methods for Limit State of Materials and Structures讀者反饋學(xué)科排名
作者: Hemoptysis 時(shí)間: 2025-3-21 22:58 作者: 尖 時(shí)間: 2025-3-22 02:15
,Elastic–Plastic Optimisation of?a?Cable–Rib Satellite Antenna,he context of large–scale, deployable aerospace applications. In the framework of Limit Analysis, as a specific tool of structural modelling, within the Theory of Plasticity, accounting for potential material non–linearity, up?to structural collapse, as an assumed general paradigm of structural resi作者: 隱士 時(shí)間: 2025-3-22 06:35
An Introduction to the Probabilistic Linear Matching Method Framework for Structural Integrity Asse to deal with the probabilistic structural integrity assessment for engineering components under uncertain operating conditions. The pLMM framework covers several physics-based failure evaluation modules related to cyclic loads at elevated temperatures, including shakedown analysis, ratcheting analy作者: expound 時(shí)間: 2025-3-22 09:17
,Peak Load Prediction of?Human Bone Proximal Femur: Sensitivity to?Tissues Strength and?Geometry, of analysis methods, models and approaches and this due to many factors such as: age, life-style, ethnicity, gender, diseases in progress, etc. The main challenge is indeed the great variability of the input data/parameters to be used in the mechanical analysis. In this paper a sensitivity analysis作者: 突襲 時(shí)間: 2025-3-22 13:40
,Graded Damage Solutions in?One Dimension,e. The key features of the proposed approach are demonstrated by computing the analytical solution of two problems that are one-parameter dependent. The first one is the classical one-dimensional damageable rod under tensile load, for which the hardening function is determined based on the equivalen作者: 突襲 時(shí)間: 2025-3-22 18:14 作者: NADIR 時(shí)間: 2025-3-22 21:23 作者: Lucubrate 時(shí)間: 2025-3-23 02:00 作者: 革新 時(shí)間: 2025-3-23 09:35
Masonry Domes Under Complex Loading Conditions: A Shell-Based Static Limit Analysis Approach, involving horizontal forces or differential settlements of the supports. The problem formulation resorts to the statics of shells and to the shell stress resultants on the dome mid-surface to characterize the equilibrated and statically admissible stress states in the dome. By exploiting differenti作者: 生存環(huán)境 時(shí)間: 2025-3-23 10:01
,Robust Optimization Applied to?Uncertain Limit Analysis,ower bound static approach amounts to maximize the load factor such that one can find an optimal stress field in equilibrium with such loading and satisfying strength conditions at each point in the domain. In the deterministic case, the ultimate load is obtained via the resolution of a convex optim作者: 效果 時(shí)間: 2025-3-23 17:14
Advances of the RSDM-S: Robustness and Fast Convergence Issues, asymptotic stress states under cyclic loading of inelastic structures. The method was the basis to formulate another numerical procedure, which was named RSDM-S, to establish safety margins for elastic shakedown under mechanical and/or thermal loads. The method exploits the expected cyclic nature o作者: Foam-Cells 時(shí)間: 2025-3-23 18:53
,Mixed Fiber Elements and Incremental-Iterative Algorithm for?Shakedown and Limit Fire Analysis of 3ements are employed for an accurate discretization of the structures. A continuation method, similar to an incremental elasto-plastic analysis, is used at structural level. It evaluates a fictitious equilibrium path made of a sequence of safe states with a converging non-decreasing load factor. Each作者: mortuary 時(shí)間: 2025-3-24 00:31 作者: 的事物 時(shí)間: 2025-3-24 04:10
Zusammenfassung der Einzelfallanalysens on the great lines of development and on the personal contributions of outstanding scientists. Examples of general interest illustrate the scientific and technical importance of the according methodologies.作者: 爭(zhēng)吵加 時(shí)間: 2025-3-24 06:42 作者: 單挑 時(shí)間: 2025-3-24 11:58
978-3-031-29124-1The Editor(s) (if applicable) and The Author(s), under exclusive license to Springer Nature Switzerl作者: 豐富 時(shí)間: 2025-3-24 15:25
Direct Methods: History, Present and Future,s on the great lines of development and on the personal contributions of outstanding scientists. Examples of general interest illustrate the scientific and technical importance of the according methodologies.作者: 入伍儀式 時(shí)間: 2025-3-24 21:31 作者: 榨取 時(shí)間: 2025-3-25 01:26 作者: 罐里有戒指 時(shí)間: 2025-3-25 06:44
Zusammenfassung der Einzelfallanalysens on the great lines of development and on the personal contributions of outstanding scientists. Examples of general interest illustrate the scientific and technical importance of the according methodologies.作者: Perennial長(zhǎng)期的 時(shí)間: 2025-3-25 10:44 作者: 猛然一拉 時(shí)間: 2025-3-25 12:44
Zusammenfassung der Einzelfallanalysenhe context of large–scale, deployable aerospace applications. In the framework of Limit Analysis, as a specific tool of structural modelling, within the Theory of Plasticity, accounting for potential material non–linearity, up?to structural collapse, as an assumed general paradigm of structural resi作者: 污點(diǎn) 時(shí)間: 2025-3-25 18:57 作者: dragon 時(shí)間: 2025-3-25 22:03
3 Negatieve aspecten van sport en bewegen of analysis methods, models and approaches and this due to many factors such as: age, life-style, ethnicity, gender, diseases in progress, etc. The main challenge is indeed the great variability of the input data/parameters to be used in the mechanical analysis. In this paper a sensitivity analysis作者: ITCH 時(shí)間: 2025-3-26 01:45 作者: MUTED 時(shí)間: 2025-3-26 04:50 作者: 禁止,切斷 時(shí)間: 2025-3-26 10:55 作者: jarring 時(shí)間: 2025-3-26 15:23
Paul Gans,Michael Horn,Christian Zemannamplitude of the applied cyclic loading. Those curves show some scattering due notably to the variability of the microstructure. Predicting fatigue lifetime can thus be seen as a statistical problem that depends on microstructural descriptors. This paper paves the way to a probabilistic approach for作者: 送秋波 時(shí)間: 2025-3-26 19:17 作者: 迅速成長(zhǎng) 時(shí)間: 2025-3-26 21:46 作者: Mhc-Molecule 時(shí)間: 2025-3-27 05:00
Michael Krüger,Annette R. Hofmann asymptotic stress states under cyclic loading of inelastic structures. The method was the basis to formulate another numerical procedure, which was named RSDM-S, to establish safety margins for elastic shakedown under mechanical and/or thermal loads. The method exploits the expected cyclic nature o作者: ADJ 時(shí)間: 2025-3-27 05:53
https://doi.org/10.1007/978-3-658-27822-9ements are employed for an accurate discretization of the structures. A continuation method, similar to an incremental elasto-plastic analysis, is used at structural level. It evaluates a fictitious equilibrium path made of a sequence of safe states with a converging non-decreasing load factor. Each作者: PAC 時(shí)間: 2025-3-27 11:42 作者: 預(yù)測(cè) 時(shí)間: 2025-3-27 15:03
Habituelle Orientierungsmuster im überblickperficial rigid layers, respectively. Numerical results indicate that the coefficient in the cohesion term . depends on the soil friction angle; while the coefficient in the self-weight term . is controlled by soil friction angle and a dimensional factor .. Values of . and . for a typical rolling po作者: 是剝皮 時(shí)間: 2025-3-27 21:08 作者: Stricture 時(shí)間: 2025-3-27 23:45
,Einzeldarstellung der Bundesl?nder,f the structural resistance. The reliability analysis techniques are involved as well, by which the failure probability is estimated considering the randomness of engineering problems. The pLMM framework is conducive to getting rid of the excessive dependence on the conventional safety factor with c作者: 連詞 時(shí)間: 2025-3-28 05:07 作者: 有常識(shí) 時(shí)間: 2025-3-28 06:24 作者: 雜色 時(shí)間: 2025-3-28 10:56 作者: moribund 時(shí)間: 2025-3-28 16:39
Paul Gans,Michael Horn,Christian Zemannload estimate associated with a given uncertainty set, for instance in the case of uncertain strength properties or uncertain load cases. This paper discusses how robust limit analysis problems can be reformulated, either exactly or approximately, into deterministic problems. In particular, the dist作者: 推崇 時(shí)間: 2025-3-28 22:01
Michael Krüger,Annette R. Hofmanncements of the method in terms of robustness and fast convergence. It discusses the efficiency of the numerical scheme used which is proved to have a continuous descent towards the shakedown factor with superlinear convergence. Examples of application of structures undergoing various kinds of cyclic作者: misanthrope 時(shí)間: 2025-3-29 00:21 作者: 濃縮 時(shí)間: 2025-3-29 03:46 作者: 分解 時(shí)間: 2025-3-29 07:52 作者: Tartar 時(shí)間: 2025-3-29 13:51 作者: STEER 時(shí)間: 2025-3-29 18:11
,Fatigue Strength Prediction of?Nodular Cast Iron by?Shakedown Analysis, can already be used as a suitable qualitative parameter for evaluating the influence of graphite morphology on the fatigue strength. A comparison of the results of shakedown analyses with experimentally measured fatigue strengths of Si-DCI shows good agreement. Due to the simplified modeling based 作者: thalamus 時(shí)間: 2025-3-29 21:09
,A Direct Method for?Cyclic Crystal Plasticity with?Application to?High-Cycle Fatigue,takes details of the texture into account, i.e. the distribution, shape and orientation of the individual grains. It relies on analytical formula and is mesh-free. A comparison with full-field finite element simulation shows that the proposed model leads to satisfactory results in regard to its comp作者: MAG 時(shí)間: 2025-3-30 00:11
Masonry Domes Under Complex Loading Conditions: A Shell-Based Static Limit Analysis Approach,omes subject to uniformly or linearly distributed horizontal accelerations along the height of the dome, and with the minimum-thrust analysis of spherical domes under non-standard distributions of support differential settlements. The obtained results prove the computational merit of the proposed fr作者: FACET 時(shí)間: 2025-3-30 06:37
,Robust Optimization Applied to?Uncertain Limit Analysis,load estimate associated with a given uncertainty set, for instance in the case of uncertain strength properties or uncertain load cases. This paper discusses how robust limit analysis problems can be reformulated, either exactly or approximately, into deterministic problems. In particular, the dist
