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dc.contributor.authorKołakowski, Zbigniew
dc.contributor.authorKowal-Michalska, Katarzyna
dc.date.accessioned2017-09-05T11:27:04Z
dc.date.available2017-09-05T11:27:04Z
dc.date.issued2016
dc.identifier.citationMechanics and Mechanical Engineering Vol. 20, No. 2, 2016, str. 151-166en_EN
dc.identifier.issn1428-1511
dc.identifier.urihttp://hdl.handle.net/11652/1649
dc.description.abstractThe paper deals with the elasto-plastic buckling of thin-walled Fiber Metal Laminates short columns/profiles subjected to axial uniform compression. Structures of open and hollow (closed) cross-sections are considered build of at plate walls. Multilayered FML walls are considered as built of alternating layers of aluminum and fiber-glass composite. Three elastic-plastic theories are employed for constitutive relations description of aluminum layers i.e. fully elastic material behavior, the J2-deformation theory of plasticity and the J2 flow theory later both with Ramberg-Osgood formula application, whereas composite layers are assumed elastic within whole loading range. Some exemplary results determined with the application of own analytical-numerical method based on the Koiter's theory, in the Byskov and Hutchinson formulation are enclosed in the form of tables and plots.en_EN
dc.language.isoenpl_PL
dc.publisherLodz University of Technology. Faculty of Mechanical Engineering. Department Division of Dynamics.en_EN
dc.publisherWydawnictwo Politechniki Łódzkiej. Wydział Mechaniczny. Katedra Dynamiki Maszyn.pl_PL
dc.relation.ispartofseriesMechanics and Mechanical Engineering Vol. 20, No. 2, 2016en_EN
dc.subjectfiber metal laminatesen_EN
dc.subjectelasto-plastic bucklingen_EN
dc.subjectthin-walled structuresen_EN
dc.subjectlaminaty metalowo-włóknistepl_PL
dc.subjectelastyczno-plastikowe wyboczeniapl_PL
dc.subjectcienkościenne strukturypl_PL
dc.titleStatic Buckling of FML Columns in Elastic-Plastic Range.en_EN
dc.typeArtykułpl_PL
dc.typeArticleen_EN


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