The Impact of the Cracks on the Harmonic Response of Stiffened Steel Plates

Basit Öğe Kaydı
dc.authoridGonenli, Can/0000-0001-9163-1569
dc.authoridDas, Oguzhan/0000-0001-7623-9278
dc.authorscopusid57216415592
dc.authorscopusid57216418251
dc.authorwosidGonenli, Can/AAB-2666-2022
dc.authorwosidgönenli, can/V-8111-2017
dc.authorwosidDas, Oguzhan/ABH-1132-2021
dc.contributor.authorDas, Oguzhan
dc.contributor.authorGonenli, Can
dc.date.accessioned2023-01-12T20:11:11Z
dc.date.available2023-01-12T20:11:11Z
dc.date.issued2022
dc.departmentN/A/Departmenten_US
dc.description.abstractStiffened plates are employed in various engineering structures including aerospace, civil, naval, etc. These structures may be subjected to harmonic loads. Therefore, it is essential to understand the harmonic response of a cracked stiffened structure. This study presents the effects of the crack location on the free vibration and harmonic response of the stiffened plates. For this purpose, horizontal and vertical cracks are modelled throughout the fixed from two-side structure. The analyses are performed via the Finite Element Method and the Mode Superposition technique. The natural frequencies and the displacement responses of the cracked and healthy structures are obtained and interpreted. It is concluded that a horizontal crack can decrease the third natural frequency by 60% as it is located in the center of the stiffened plate that is fixed from its nonstiffened edges. Thus, the displacement response of the stiffened structures is increased by 18% in the presence of the side horizontal or vertical cracks, which are located at the free ends of the stiffened structures no matter which boundary condition is considered.en_US
dc.identifier.doi10.1590/1679-78256790
dc.identifier.issn1679-7825
dc.identifier.issn1679-7825en_US
dc.identifier.issue2en_US
dc.identifier.scopus2-s2.0-85124943512en_US
dc.identifier.scopusqualityQ2en_US
dc.identifier.urihttps://doi.org/10.1590/1679-78256790
dc.identifier.urihttps://hdl.handle.net/11454/78053
dc.identifier.volume19en_US
dc.identifier.wosWOS:000745995300001en_US
dc.identifier.wosqualityQ4en_US
dc.indekslendigikaynakWeb of Scienceen_US
dc.indekslendigikaynakScopusen_US
dc.language.isoenen_US
dc.publisherLatin Amer J Solids Structuresen_US
dc.relation.ispartofLatin American Journal Of Solids And Structuresen_US
dc.relation.publicationcategoryMakale - Uluslararası Hakemli Dergi - Kurum Öğretim Elemanıen_US
dc.rightsinfo:eu-repo/semantics/openAccessen_US
dc.subjectHarmonic responseen_US
dc.subjectfree vibrationen_US
dc.subjectfinite element methoden_US
dc.subjectstiffened platesen_US
dc.subjectcracked structureen_US
dc.subjectVibration Analysisen_US
dc.titleThe Impact of the Cracks on the Harmonic Response of Stiffened Steel Platesen_US
dc.typeArticleen_US

Dosyalar

Koleksiyon

WoS İndeksli Yayınlar Koleksiyonu
Scopus İndeksli Yayınlar Koleksiyonu