Titlebook: Direct Methods for Limit State of Materials and Structures; Advanced Computation Giovanni Garcea,Dieter Weichert Book 2023 The Editor(s) (i

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Hemoptysis

尖

,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

隐士

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

expound

,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

突袭

,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

突袭

NADIR

Lucubrate

革新

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