2019
DOI: 10.1784/insi.2019.61.4.222
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Instant Dynamic Response Measurements for Crack Monitoring in Metallic Beams

Abstract: This paper investigates the interdependencies of a cantilever beam modal behavior, its dynamic response and crack growth. A methodology is proposed which can predict the crack growth in a metallic beam by using its dynamic response only. Analytical and numerical relationships are formulated in between the fundamental mode and the crack growth by using the existing literature and finite element analysis (FEA) software respectively. Relationship in between the dynamic response and modal behavior is formulated em… Show more

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Cited by 12 publications
(12 citation statements)
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“…Consequently, this change in stiffness will affect the overall dynamic response of the structure under an external load. This formulation was also presented in our recently published papers [42][43]. A cantilever beam is selected and the crack is modeled as a massless torsional spring as shown in Figure 4.…”
Section: Analytical Formulation Under Thermo-mechanical Loadsmentioning
confidence: 99%
“…Consequently, this change in stiffness will affect the overall dynamic response of the structure under an external load. This formulation was also presented in our recently published papers [42][43]. A cantilever beam is selected and the crack is modeled as a massless torsional spring as shown in Figure 4.…”
Section: Analytical Formulation Under Thermo-mechanical Loadsmentioning
confidence: 99%
“…The "stress-crazing" led to a discrepancy in the amplitude behavior. The empirical correlation based on the amplitude has been found difficult to be established for polymers, unlike metals [34].…”
Section: Dynamic Responsementioning
confidence: 99%
“…A defect in structure is indispensable as it could occur at the manufacturing stage or during service life through dynamic loading, ageing, environmental effects, and corrosion activities [ 38 , 39 ]. All these factors affect the strength of structure through variation in its flexural rigidity or mass that manifests in vibrational frequency [ 18 , 40 , 41 , 42 , 43 ] of the structure as in Equation (1). where is the linear natural frequency, is modal constant, is the beam length, is the flexural rigidity of the beam while is the mass.…”
Section: Ultrasonic Guided Wave Ugwmentioning
confidence: 99%