Cardiff University | Prifysgol Caerdydd ORCA
Online Research @ Cardiff 
WelshClear Cookie - decide language by browser settings

Separating the location and severity effects in frequency-based crack detection using the dynamic stiffness matrix

De Los Rios, Julian, Ilanko, Sinniah, Mochida, Yusuke and Kennedy, David ORCID: https://orcid.org/0000-0002-8837-7296 2025. Separating the location and severity effects in frequency-based crack detection using the dynamic stiffness matrix. Journal of Experimental and Theoretical Analyses 3 (2) , 13. 10.3390/jeta3020013

[thumbnail of jeta-03-00013.pdf]
Preview
PDF - Published Version
Available under License Creative Commons Attribution.

Download (8MB) | Preview

Abstract

The Dynamic Stiffness Matrix (DSM) of a structure is a frequency-dependent stiffness matrix relating the actions (forces and moments) and displacements (translations and rotations) when the structure vibrates at a given frequency. The DSM may be used to find the natural frequencies, modes, and structural response. For many structures, including skeletal frames of prismatic members, exact transcendental expressions for the DSM are readily available. This paper presents a mathematical proof of a linear determinantal relationship between the DSM of a skeletal frame when it is undamaged, cracked, and hinged at the crack location. The rotational stiffness or flexibility of the crack also appears as a linear term. This relationship gives, for the first time, an explicit equation to directly calculate the stiffness of the rotational spring representing a crack from measured natural frequencies for any potential crack location. Numerical examples demonstrate that computing the DSM of the intact and hinged structures gives an efficient solution method for the inverse problem of identifying crack location and severity. This paper also shows that an approximate DSM based on a finite element model can be used in the same way, making this procedure more versatile. Furthermore, new approximate expressions for the natural frequencies of structures with very small or very severe cracks are derived. An interesting relationship between the square of the bending moment in an undamaged beam and the determinant of the DSM of a hinged beam is also derived. This relationship, which can also be inferred from previous work, leads to a better understanding of the effect of crack location in specific vibration modes.

Item Type: Article
Date Type: Published Online
Status: Published
Schools: Schools > Engineering
Publisher: MDPI
ISSN: 2813-4648
Date of First Compliant Deposit: 2 June 2025
Date of Acceptance: 14 April 2025
Last Modified: 03 Jun 2025 11:45
URI: https://orca.cardiff.ac.uk/id/eprint/178656

Actions (repository staff only)

Edit Item Edit Item

Downloads

Downloads per month over past year

View more statistics