Parametric investigation of the effects of cutout geometry, position, number, and depth on the free vibration behavior of sandwich beams

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Sandwich beams are widely used in many engineering applications such as aerospace, automotive, marine, and defense industries due to their high stiffness-to-weight ratios and superior mechanical performance. However, cutouts in the beam due to connection elements, weight reduction requirements, maintenance procedures, or damage during service can significantly affect dynamic behavior. In this study, the effects of cutout geometry, cutout position, number of cutouts, and cutout depth on the free vibration behavior of sandwich beams with clamped-free boundary conditions were parametrically investigated using the finite element method. These parameters, which have been addressed together in a limited number of studies in the literature, have been systematically evaluated within the same parametric framework in this study. Three different cutout geometries (circular, square, and triangular) were evaluated in the analysis; the cutout position was modeled at distances of 25, 75, and 125 mm from the clamped end, respectively, and the number of cutouts was modeled as one, two, and three. Furthermore, the effects of shallow and full-depth cutouts on natural frequencies were compared. The developed finite element model was validated against a reference study in the literature, and it was determined that the deviation between the obtained natural frequencies was less than 5%. The results showed that the cutout geometry particularly affects the natural frequencies in higher modes, that the natural frequencies increase with increasing distance of the cutouts from the clamped end to the free end, and that an increase in the number of cutouts leads to a decrease in the natural frequencies. Furthermore, it was determined that the effect of cutout depth varies depending on the cutout position, and that full-depth cutouts in regions close to the free end can increase the natural frequency. These findings comprehensively reveal the effects of cutout parameters on the dynamic behavior of sandwich beams, contributing to the development of sandwich structures designed with vibration performance in mind. © 2026 Taylor & Francis Group, LLC.

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AlanDeğerDil
dc.contributor.authorÇıbıkçı, Kübra Çağla
dc.date.accessioned2026-10-18T20:25:37.047685608Z
dc.date.available2026-10-18T20:25:37.047685608Z
dc.date.issued2026
dc.description.abstractSandwich beams are widely used in many engineering applications such as aerospace, automotive, marine, and defense industries due to their high stiffness-to-weight ratios and superior mechanical performance. However, cutouts in the beam due to connection elements, weight reduction requirements, maintenance procedures, or damage during service can significantly affect dynamic behavior. In this study, the effects of cutout geometry, cutout position, number of cutouts, and cutout depth on the free vibration behavior of sandwich beams with clamped-free boundary conditions were parametrically investigated using the finite element method. These parameters, which have been addressed together in a limited number of studies in the literature, have been systematically evaluated within the same parametric framework in this study. Three different cutout geometries (circular, square, and triangular) were evaluated in the analysis; the cutout position was modeled at distances of 25, 75, and 125 mm from the clamped end, respectively, and the number of cutouts was modeled as one, two, and three. Furthermore, the effects of shallow and full-depth cutouts on natural frequencies were compared. The developed finite element model was validated against a reference study in the literature, and it was determined that the deviation between the obtained natural frequencies was less than 5%. The results showed that the cutout geometry particularly affects the natural frequencies in higher modes, that the natural frequencies increase with increasing distance of the cutouts from the clamped end to the free end, and that an increase in the number of cutouts leads to a decrease in the natural frequencies. Furthermore, it was determined that the effect of cutout depth varies depending on the cutout position, and that full-depth cutouts in regions close to the free end can increase the natural frequency. These findings comprehensively reveal the effects of cutout parameters on the dynamic behavior of sandwich beams, contributing to the development of sandwich structures designed with vibration performance in mind. © 2026 Taylor & Francis Group, LLC.
dc.identifier.doi10.1080/15397734.2026.2723313
dc.identifier.eissn1539-7742
dc.identifier.issn1539-7734
dc.identifier.issue1
dc.identifier.scopus2-s2.0-105048865636
dc.identifier.startpage2723313
dc.identifier.urihttps://rdlopen.rawdatalibrary.net/r/ebyu/10393
dc.identifier.volume54
dc.identifier.wosWOS:001861132300001
dc.language.isoen
dc.publisherTaylor and Francis Ltd.
dc.relation.ispartofMechanics Based Design of Structures and Machines
dc.rightsinfo:eu-repo/semantics/openAccess
dc.subjectCutout geometry
dc.subjectfinite element analysis
dc.subjectfree vibration
dc.subjectnatural frequency
dc.subjectsandwich beam
dc.subjectComposite beams and girders
dc.subjectFinite element method
dc.subjectGeometry
dc.subjectMarine applications
dc.subjectMarine engineering
dc.subjectSandwich structures
dc.subjectVibration analysis
dc.subjectClamped ends
dc.subjectDynamic behaviors
dc.subjectEngineering applications
dc.subjectFinite element analyse
dc.subjectFree end
dc.subjectFree vibration behavior
dc.subjectParametric investigations
dc.subjectSandwich beams
dc.subjectNatural frequencies
dc.titleParametric investigation of the effects of cutout geometry, position, number, and depth on the free vibration behavior of sandwich beams
dc.typeArticle
dspace.entity.typePublication
rdl.citation.scopus0
rdl.citation.wos0
rdl.source.indexSCOPUS
rdl.source.indexWOS
rdl.wos.indexScience Citation Index Expanded (SCI-EXPANDED)