mycoreobjectrosdok_disshab_0000001766rosdok_disshab_0000001766rosdokdisshabrosdok_derivate_00000372142023-08-08T10:08:08.767Z2017-07-28T07:06:50.665ZadministratoreditorDpublished1rosdok_derivate_0000037214truetruederivate_types:fulltextVolltextfulltextwf_edit_epub wf_register_epubstate:publishedstate:publishedveröffentlichtpublishedrosdok/id0000194489467742XMODS updated during RosDok migration in June 2021DissertationHochschulschrift1137386029AnnaOksina1991-VerfasserInautImplementation of inertia and damping terms into the idealized structural unit methodImplementierung von Trägheits- und Dämpfungstermen in der ISUMen143434640Prof. Dr.-Ing.PatrickKaedingUniversität Rostock, Lehrstuhl Schiffstechnische KonstruktionenAkademischeR BetreuerIndgsProf. Dr.-Ing. habil.MaciejTaczalaWestpommersche Technische Universität Stettin, Fakultät für Meerestechnik und TransportAkademischeR BetreuerIndgs10085033-9Universität RostockFakultät für Maschinenbau und SchiffstechnikGrad-verleihende Institutiondgg10.18453/rosdok_id00001944http://purl.uni-rostock.de/rosdok/id00001944urn:nbn:de:gbv:28-diss2017-0108-2620 Ingenieurwissenschaften und MaschinenbauFakultät für Maschinenbau und Schiffstechnikfrei zugänglich (Open Access)Lizenz Metadaten: CC0Nutzungsrechte erteiltalle Rechte vorbehaltenUniversität RostockRostock2017monographic20172017Universitätsbibliothek RostockRostock20172017Within the present thesis applicability of the ISUM is extended to dynamic collapse analyses of steel plate panels. Inertia effects are included by formulating the consistent mass matrix for ISUM plate element. Damping properties are represented by the Rayleigh damping model. The explicit central difference method and the implicit Newmark’s method are implemented to perform the numerical integration of the system of nonlinear differential equations of second order. Dynamic collapse behavior of different rectangular plate panels under longitudinal, transverse and biaxial thrust is investigated.dynamic collapse behaviorultimate strengthdirect time integration methodsexplicit central difference methodimplicit newmark’s methodUniversitätsbibliothek Rostockhttp://purl.uni-rostock.de/rosdok/id00001944doctype:epubdoctype:epubDokumenttypDocument typedoctype:epub.dissertationdoctype:epub.dissertationDissertationdoctoral thesisdiniPublType:doctoralThesis diniPublType2022:PhDThesis XMetaDissPlusThesisLevel:thesis.doctoralinfo:eu-repo/semantics/doctoralThesisdocumentnatureOfContent:ppn_105825778natureOfContent:ppn_105825778HochschulschriftdiniPublType2022:DoctoralThesisdiniPublType2022:DoctoralThesisDissertation oder HabilitationDoctoral thesisDRIVERdiniPublType2022:PhDThesisdiniPublType2022:PhDThesisDissertationPhD thesisKDSF (Pu34)XMetaDissPlusThesisLevel:thesis.doctoralXMetaDissPlusThesisLevel:thesis.doctoralDoktorarbeitdoctoral thesisrfc5646:enrfc5646:enEnglischEnglishengengSDNB:620SDNB:620620 Ingenieurwissenschaften und Maschinenbau620 Engineering & allied operations620 Ingenieurwissenschaften und<br/>&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;&nbsp;Maschinenbauinstitution:unirostockinstitution:unirostockUniversität RostockUniversity of RostockUniversität RostockUniversität RostockUni.Rostockhttp://d-nb.info/gnd/38329-6institution:unirostock.msfinstitution:unirostock.msfFakultät für Maschinenbau und SchiffstechnikFaculty of Mechanical Engineering and Marine TechnologiesUniversität Rostock. Fakultät für Maschinenbau und SchiffstechnikFakultät für Maschinenbau<br />und SchiffstechnikUni.Rostock.Fakultaet.MSFhttp://d-nb.info/gnd/10085033-9accesscondition:openaccessaccesscondition:openaccessfrei zugänglich (Open Access)open accesshttp://purl.org/coar/access_right/c_abf2OAfreeinfo:eu-repo/semantics/openAccess[DE-28]Open Access$gControlled Vocabulary for Access Rights$uhttp://purl.org/coar/access_right/c_abf2licenseinfo:metadatalicenseinfo:metadataLizenzen für Metadatenlicenseinfo:metadata.cc0licenseinfo:metadata.cc0Lizenz Metadaten: CC0license metadata: CC0/creativecommons/p/zero/1.0/88x31.pnghttps://creativecommons.org/publicdomain/zero/1.0/licenseinfo:depositlicenseinfo:depositVeröffentlichungsgenehmigungpermission to storelicenseinfo:deposit.rightsgrantedlicenseinfo:deposit.rightsgrantedNutzungsrechte erteiltrights grantedlicenseinfo:worklicenseinfo:workWerkworklicenseinfo:work.rightsreservedlicenseinfo:work.rightsreservedalle Rechte vorbehaltenall rights reserved/creativecommons/r/reserved/0.9/88x31.png[DE-28]Urheberrechtsschutz 1.0$gRights Statements$uhttp://rightsstatements.org/vocab/InC/1.0/http://rightsstatements.org/vocab/InC/1.0/http://rightsstatements.org/vocab/InC/1.0/Implementation of inertia and damping terms into the idealized structural unit methodImplementierung von Trägheits- und Dämpfungstermen in der ISUMImplementation of inertia and damping terms into the idealized structural unit methodgnd:1137386029gnd:143434640gnd:10085033-9gnd:1137386029gnd:143434640gnd:10085033-9rosdok_disshab_0000001766-d1000190e39gnd:1137386029Anna OksinaAnna Oksinarosdok_disshab_0000001766-d1000190e62gnd:143434640Prof. Dr.-Ing. Patrick KaedingProf. Dr.-Ing. Patrick Kaedingrosdok_disshab_0000001766-d1000190e77Prof. Dr.-Ing. habil. Maciej TaczalaProf. Dr.-Ing. habil. Maciej Taczalarosdok_disshab_0000001766-d1000190e91gnd:10085033-9Universität Rostock Fakultät für Maschinenbau und SchiffstechnikUniversität Rostock Fakultät für Maschinenbau und SchiffstechnikAnna OksinaProf. Dr.-Ing. Patrick KaedingProf. Dr.-Ing. habil. Maciej TaczalaUniversität Rostock Fakultät für Maschinenbau und SchiffstechnikAnna OksinaProf. Dr.-Ing. Patrick KaedingProf. Dr.-Ing. habil. Maciej TaczalaUniversität Rostock Fakultät für Maschinenbau und SchiffstechnikAnna OksinaRostockUniversität Rostockepub.dissertation10.18453/rosdok_id00001944http://purl.uni-rostock.de/rosdok/id00001944urn:nbn:de:gbv:28-diss2017-0108-2dynamic collapse behaviorultimate strengthdirect time integration methodsexplicit central difference methodimplicit newmark’s methodWithin the present thesis applicability of the ISUM is extended to dynamic collapse analyses of steel plate panels. Inertia effects are included by formulating the consistent mass matrix for ISUM plate element. Damping properties are represented by the Rayleigh damping model. The explicit central difference method and the implicit Newmark’s method are implemented to perform the numerical integration of the system of nonlinear differential equations of second order. Dynamic collapse behavior of different rectangular plate panels under longitudinal, transverse and biaxial thrust is investigated.20172017epub.dissertation1 Dissertation_Oksina_2017.pdf 13893120 080783828b11a6c0f53e047a6e323ae8 rosdok/id0000194489467742XMODS updated during RosDok migration in June 2021DissertationHochschulschrift1137386029AnnaOksina1991-VerfasserInautImplementation of inertia and damping terms into the idealized structural unit methodImplementierung von Trägheits- und Dämpfungstermen in der ISUMen143434640Prof. Dr.-Ing.PatrickKaedingUniversität Rostock, Lehrstuhl Schiffstechnische KonstruktionenAkademischeR BetreuerIndgsProf. Dr.-Ing. habil.MaciejTaczalaWestpommersche Technische Universität Stettin, Fakultät für Meerestechnik und TransportAkademischeR BetreuerIndgs10085033-9Universität RostockFakultät für Maschinenbau und SchiffstechnikGrad-verleihende Institutiondgg10.18453/rosdok_id00001944http://purl.uni-rostock.de/rosdok/id00001944urn:nbn:de:gbv:28-diss2017-0108-2620 Ingenieurwissenschaften und MaschinenbauFakultät für Maschinenbau und Schiffstechnikfrei zugänglich (Open Access)Lizenz Metadaten: CC0Nutzungsrechte erteiltalle Rechte vorbehaltenUniversität RostockRostock2017monographic20172017Universitätsbibliothek RostockRostock20172017Within the present thesis applicability of the ISUM is extended to dynamic collapse analyses of steel plate panels. Inertia effects are included by formulating the consistent mass matrix for ISUM plate element. Damping properties are represented by the Rayleigh damping model. The explicit central difference method and the implicit Newmark’s method are implemented to perform the numerical integration of the system of nonlinear differential equations of second order. Dynamic collapse behavior of different rectangular plate panels under longitudinal, transverse and biaxial thrust is investigated.dynamic collapse behaviorultimate strengthdirect time integration methodsexplicit central difference methodimplicit newmark’s methodUniversitätsbibliothek Rostockhttp://purl.uni-rostock.de/rosdok/id00001944 2017-07-28T07:06:50.665Z 2023-08-08T10:08:08.767Z 2023-08-18T10:08:08.772Z editorD {"identifier":"rosdok/id00001944","type":"local_id","additional":"","service":"MCRLocalID","created":"2018-06-30T13:30:44.018Z"} {"identifier":"http://purl.uni-rostock.de/rosdok/id00001944","type":"purl","additional":"","service":"RosDokPURL","created":"2018-06-30T13:30:44.220Z","registered":"2018-06-30T13:30:44.220Z"} {"identifier":"10.18453/rosdok_id00001944","type":"doi","additional":"","service":"RosDokDOI","created":"2018-06-30T13:30:45.505Z","registered":"2018-06-30T13:30:45.505Z"} {"identifier":"urn:nbn:de:gbv:28-diss2017-0108-2","type":"dnbUrn","additional":"","service":"RosDokURN","created":"2018-06-30T13:30:44.026Z","registered":"2017-08-01T02:26:51.543Z"} administratorfulltextfile/rosdok_disshab_0000001766/rosdok_derivate_0000037214/Dissertation_Oksina_2017.pdfImplementation of inertia and damping terms into the idealized structural unit methodImplementierung von Trägheits- und Dämpfungstermen in der ISUMImplementation of inertia and damping terms into the idealized structural unit methodgnd:1137386029gnd:143434640gnd:10085033-9gnd:1137386029gnd:143434640gnd:10085033-9rosdok_disshab_0000001766-d1000190e39gnd:1137386029Anna OksinaAnna Oksinarosdok_disshab_0000001766-d1000190e62gnd:143434640Prof. Dr.-Ing. Patrick KaedingProf. Dr.-Ing. Patrick Kaedingrosdok_disshab_0000001766-d1000190e77Prof. Dr.-Ing. habil. Maciej TaczalaProf. Dr.-Ing. habil. Maciej Taczalarosdok_disshab_0000001766-d1000190e91gnd:10085033-9Universität Rostock Fakultät für Maschinenbau und SchiffstechnikUniversität Rostock Fakultät für Maschinenbau und SchiffstechnikAnna OksinaProf. Dr.-Ing. Patrick KaedingProf. Dr.-Ing. habil. Maciej TaczalaUniversität Rostock Fakultät für Maschinenbau und SchiffstechnikAnna OksinaProf. Dr.-Ing. Patrick KaedingProf. Dr.-Ing. habil. Maciej TaczalaUniversität Rostock Fakultät für Maschinenbau und SchiffstechnikAnna OksinaRostockUniversität Rostockepub.dissertation10.18453/rosdok_id00001944http://purl.uni-rostock.de/rosdok/id00001944urn:nbn:de:gbv:28-diss2017-0108-2dynamic collapse behaviorultimate strengthdirect time integration methodsexplicit central difference methodimplicit newmark’s methodWithin the present thesis applicability of the ISUM is extended to dynamic collapse analyses of steel plate panels. Inertia effects are included by formulating the consistent mass matrix for ISUM plate element. Damping properties are represented by the Rayleigh damping model. The explicit central difference method and the implicit Newmark’s method are implemented to perform the numerical integration of the system of nonlinear differential equations of second order. Dynamic collapse behavior of different rectangular plate panels under longitudinal, transverse and biaxial thrust is investigated.20172017[xslt]Saxonrosdok/id00001944https://purl.uni-rostock.de/rosdok/id0000194489467742X10.18453/rosdok_id00001944urn:nbn:de:gbv:28-diss2017-0108-2Anna OksinaOksina AnnaImplementation of inertia and damping terms into the idealized structural unit methodDissertationdoctoral thesisUniversität Rostock, 2017Within the present thesis applicability of the ISUM is extended to dynamic collapse analyses of steel plate panels. Inertia effects are included by formulating the consistent mass matrix for ISUM plate element. Damping properties are represented by the Rayleigh damping model. The explicit central…Anna OksinaImplementation of inertia and damping terms into the idealized structural unit methodImplementierung von Trägheits- und Dämpfungstermen in der ISUMUniversitätsbibliothek Rostockhttp://purl.uni-rostock.de/rosdok/id000019441137386029AnnaOksina1991-VerfasserInaut143434640Prof. Dr.-Ing.PatrickKaedingUniversität Rostock, Lehrstuhl Schiffstechnische KonstruktionenAkademischeR BetreuerIndgsProf. Dr.-Ing. habil.MaciejTaczalaWestpommersche Technische Universität Stettin, Fakultät für Meerestechnik und TransportAkademischeR BetreuerIndgs10085033-9Universität RostockFakultät für Maschinenbau und SchiffstechnikGrad-verleihende Institutiondgg[doi]10.18453/rosdok_id00001944[purl]http://purl.uni-rostock.de/rosdok/id00001944[urn]urn:nbn:de:gbv:28-diss2017-0108-2open_access20172017epoch:21th_centuryrfc5646:endoctype:epub.dissertationaccesscondition:openaccessSDNB:620institution:unirostock.msfstate:published