EIGENVALUE BASED INVERSE MODEL OF BEAM FOR STRUCTURAL MODIFICATION AND DIAGNOSTICS. PART 1. THEORETICAL FORMULATION

Authors

  • LESZEK JAN MAJKUT AGH - UNIVERSITY OF SCIENCE AND TECHNOLOGY

Keywords:

INVERSE MODEL, STRUCTURAL MODIFICATION, DIAGNOSTICS, GENERALIZED FUNCTIONS

Abstract

IN THE WORK, THE PROBLEMS OF THE BEAM STRUCTURAL MODIFICATION THROUGH COUPLING THE ADDITIONAL MASS OR ELASTIC SUPPORT, AS WELL AS THE PROBLEM OF DIAGNOSTICS OF THE BEAM CRACKS, ARE DISCUSSED. THE COMMON FEATURE FOR BOTH PROBLEMS IS THAT THE MATERIAL PARAMETERS IN EACH OF THE DISCUSSED CASES CHANGE ONLY IN ONE POINT (ADDITIONAL MASS, THE SUPPORT IN ONE POINT, THE CRACK DESCRIBED BY THE ELASTIC JOINT). THESE SYSTEMS, AFTER DETERMINATION OF THE VALUE OF ADDITIONAL ELEMENT AND ITS LOCALIZATION, SHOULD HAVE A GIVEN NATURAL VIBRATION FREQUENCY. IN ORDER TO SOLVE THE INVERSE PROBLEM, I.E. THE PROBLEM OF FINDING VALUES OF THE ADDITIONAL QUANTITIES (MASS, ELASTICITY), THE BEAM INVERSE MODEL WAS PROPOSED. ANALYSIS OF THIS MODEL ALLOWS FINDING SUCH A VALUE OF ADDITIONAL MASS (ELASTICITY) AS A FUNCTION OF ITS LOCALIZATION SO THAT THE SYSTEM HAS THE FREE VIBRATION FREQUENCY, WHICH IS DESIRED IN THE MODIFICATION PROBLEM OR MEASURED ON THE OBJECT IN THE DIAGNOSTICS.

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Published

2010-12-21

Issue

Vol. 7 No. 4 (2010)

Section

Articles

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