An Efficient Reduced Order Modeling Technique for Nonlinear Vibration Analysis of Structures with Intermittent Contact (PREPRINT)

Abstract

In this paper, a reduced order modeling framework for nonlinear vibration problems of elastic structures involving intermittent contact is proposed. Of particular interest is a vibration problem of plate-like elastic structures with a crack with a large number of degrees of freedom involved on the crack surfaces. Due to the localized nature of such nonlinearity, the number of degrees of freedom on the surfaces greatly affects the computational time of the analysis. Therefore, reducing the number of degrees of freedom on the crack surfaces without significantly sacrificing the accuracy of the results is a critical issue for conducting vibration analysis of such structures in a reasonable amount of time. The focus is placed on the development of an efficient algorithm to select a set of nodes on the crack surfaces, where nonlinear boundary conditions are imposed. The method is of nodes on the crack surfaces, where nonlinear boundary conditions are imposed. The method is developed based on a procedure for selecting master degrees of freedom for Guyan reduction.

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Document Details

Document Type
Technical Report
Publication Date
Jan 01, 2010
Accession Number
ADA520160

Entities

People

  • Akira Saito
  • Bogdan I Epureanu
  • Matthew P. Castanier

Organizations

  • University of Michigan

Tags

Communities of Interest

  • Ground and Sea Platforms

DTIC Thesaurus Topics

  • Accuracy
  • Air Force
  • Air Force Research Laboratories
  • Algorithms
  • Boundaries
  • Case Studies
  • Computers
  • Engineering
  • Frequency
  • Measurement
  • Mechanical Engineering
  • Mechanics
  • Modal Analysis
  • Resonant Frequency
  • Signal Processing
  • Topology Optimization
  • Vibration

Fields of Study

  • Engineering

Readers

  • Regression Analysis.
  • Structural Dynamics.
  • Structural Health Monitoring of Composite Structures.