2020
DOI: 10.1007/s40430-020-02558-1
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Damped vibration analysis of cracked Timoshenko beams with restrained end conditions

Abstract: Damped vibration of a cracked Timoshenko beam with ends supported with damper, linear and rotational springs is investigated. Frequencies in complex forms have been obtained for both cracked Euler-Bernoulli and Timoshenko beams. Depending upon the crack-depth and crack-location, frequencies have been tabulated in each case. The results have also been compared in terms of the ratio of the beam depth to the beam length. Modal shapes for various conditions have also been plotted.

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Cited by 9 publications
(2 citation statements)
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“…The response of damaged structure under concentrated mass has been obtained and the numerical results have been validated with experimental tests. Pala et al [23] investigated vibration of a damaged Timoshenko beam with different end states considering the effect of the damping. The frequencies of cracked structures have been calculated as per damage severity and position.…”
Section: Introductionmentioning
confidence: 99%
“…The response of damaged structure under concentrated mass has been obtained and the numerical results have been validated with experimental tests. Pala et al [23] investigated vibration of a damaged Timoshenko beam with different end states considering the effect of the damping. The frequencies of cracked structures have been calculated as per damage severity and position.…”
Section: Introductionmentioning
confidence: 99%
“…Moreover, the scholarly contributions made by Demirtaş and Ozturk (2021) shed light on the impact of crack placement on the dynamic behaviour of multi-storey frames, hence providing significant insights into the structural soundness when subjected to dynamic loads. The investigation conducted by Pala et al (2020) on the analysis of damped vibrations in Timoshenko beams with cracks contributes to our comprehension of the dynamic characteristics exhibited by beams with perforations.…”
mentioning
confidence: 99%