scispace - formally typeset
Journal ArticleDOI

Two simple fast integration methods for large-scale dynamic problems in engineering

Reads0
Chats0
TLDR
A new simple explicit two-step method and a new family of predictor–corrector integration algorithms are developed for use in the solution of numerical responses of dynamic problems, avoiding solving simultaneous linear algebraic equations in each time step.
Abstract
A new simple explicit two-step method and a new family of predictor–corrector integration algorithms are developed for use in the solution of numerical responses of dynamic problems. The proposed integration methods avoid solving simultaneous linear algebraic equations in each time step, which is valid for arbitrary damping matrix and diagonal mass matrix frequently encountered in practical engineering dynamic systems. Accordingly, computational speeds of the new methods applied to large system analysis can be far higher than those of other popular methods. Accuracy, stability and numerical dissipation are investigated. Linear and nonlinear examples for verification and applications of the new methods to large-scale dynamic problems in railway engineering are given. The proposed methods can be used as fast and economical calculation tools for solving large-scale nonlinear dynamic problems in engineering.

read more

Citations
More filters
Journal ArticleDOI

Fundamentals of vehicle–track coupled dynamics

TL;DR: In this article, a three-dimensional vehicle-track coupled dynamics model is developed in which a typical railway passenger vehicle is modelled as a 35-degree-of-freedom multi-body system.
Journal ArticleDOI

High-speed train-track-bridge dynamic interactions - Part I: theoretical model and numerical simulation

TL;DR: In this paper, the authors present a framework to systematically investigate the high-speed train-track-bridge dynamic interactions, aiming to provide a method for analysing and assessing the running safety and the ride comfort of trains passing through bridges.
Journal ArticleDOI

Modelling and experiment of railway ballast vibrations

TL;DR: In this article, a five-parameter model for analysis of railway ballast vibration is established based upon the hypothesis that the load-transmission from a sleeper to the ballast approximately coincides with the cone distribution.
Journal ArticleDOI

Structural Health Monitoring in the Railway Industry: A Review:

TL;DR: Wayside detection monitors critical parameters relating to the condition of in-service railway vehicles, and economic decisions about the maintenance of vehicles can be made, and servicing can occur wh....
Journal ArticleDOI

Train–track–bridge dynamic interaction: a state-of-the-art review

TL;DR: Train-track-bridge dynamic interaction is a fundamental concern in the field of railway engineering, which plays an extremely important role in the optimal design of railway bridges, especially in this article.
References
More filters
Journal ArticleDOI

A Method of Computation for Structural Dynamics

TL;DR: In this paper, the method is capable of application to structures of any degree of complication, with any relationship between force and displacement, from linear elastic behavior through various degrees of inelastic behavior or plastic response, up to failure; any type of dynamic loading, due to shock or impact, vibration, earthquake, or nuclear blast can be considered.
Journal ArticleDOI

Improved numerical dissipation for time integration algorithms in structural dynamics

TL;DR: In this article, a new family of unconditionally stable one-step methods for the direct integration of the equations of structural dynamics is introduced and is shown to possess improved algorithmic damping properties which can be continuously controlled.
Journal ArticleDOI

Nonlinear dynamic analysis of complex structures

TL;DR: A general step-by-step solution technique is presented for the evaluation of the dynamic response of structural systems with physical and geometrical nonlinearities and in the analysis of linear systems introduces a predictable amount of error for a specified time step.
Related Papers (5)