An Iterative Dimension-Wise Approach to the Structural Analysis with Interval Uncertainties

DOI10.1142/S0219876218500445zbMath1404.74175OpenAlexW2770548273MaRDI QIDQ4962534

Yunlong Li, Jian-Ke Du, Chong Wang, Jian-Bin Chen, Menghui Xu

Publication date: 5 November 2018

Published in: International Journal of Computational Methods (Search for Journal in Brave)

Full work available at URL: https://doi.org/10.1142/s0219876218500445

zbMATH Keywords

Monte Carlovertex methodinterval perturbation methodinterval finite element analysissubinterval perturbation method

Mathematics Subject Classification ID

Monte Carlo methods (65C05) Finite element methods applied to problems in solid mechanics (74S05) General methods in interval analysis (65G40) Finite element, Rayleigh-Ritz and Galerkin methods for initial value and initial-boundary value problems involving PDEs (65M60)

Related Items (5)

An interval framework for uncertain frequency response of multi-cracked beams with application to vibration reduction via tuned mass dampers ⋮ A bivariate subinterval method for dynamic analysis of mechanical systems with interval uncertain parameters ⋮ Interval static analysis of multi-cracked beams with uncertain size and position of cracks ⋮ Moment-Based Hybrid Polynomial Chaos Method for Interval and Random Uncertain Analysis of Periodical Composite Structural-Acoustic System with Multi-Scale Parameters ⋮ An iteration method for predicting static response of nonlinear structural systems with non-deterministic parameters

Uses Software

• DLMF

Cites Work

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