Implementation of inertia and damping terms into the idealized structural unit method
Oksina, Anna
1991-
VerfasserIn
aut
Kaeding, Patrick
1972-
GutachterIn
oth
Taczala, Maciej
GutachterIn
oth
Universität Rostock
Grad verleihende Institution
dgg
Universität Rostock
Fakultät für Maschinenbau und Schiffstechnik
Grad verleihende Institution
dgg
text
theses
Text
Hochschulschrift
gw
2017
monographic
XA-DE
Rostock
Universität
publisher
2017
eng
1 Online-Ressource
Within 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.<eng>
vorgelegt von M. Sc. Anna Oksina
Dissertation Universität Rostock 2017
620
ZO 6220
55.40
http://rosdok.uni-rostock.de/resolve/urn/urn:nbn:de:gbv:28-diss2017-0108-2
Implementation of inertia and damping terms into the idealized structural unit method
Rostock : Universität, 2017
Druck-Ausgabe
(DE-627)894422359
Oksina, Anna, 1991 -
urn:nbn:de:gbv:28-diss2017-0108-2
995841884
rda
DE-627
170731
89467742X
20251224T205241.0
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