000012678 001__ 12678
000012678 005__ 20160920162637.0
000012678 04107 $$aeng
000012678 046__ $$k2016-09-05
000012678 100__ $$aKobayashi, T.
000012678 24500 $$aPractical methodology of path-tracing analysis for buckling process in cylindrical shells

000012678 24630 $$n6.$$pInsights and Innovations in Structural Engineering, Mechanics and Computation
000012678 260__ $$bTaylor and Francis Group, London, UK
000012678 506__ $$arestricted
000012678 520__ $$2eng$$aThe buckling of axially compressed cylindrical shells is known to be sensitive to imperfections, as is the buckling of spherical shells under external pressure. Regarding these problems, a very slight imperfection can be the starting point from which local deformation is initiated and developed and, consequently, overall structural stability is lost. In this study, we attempt to use the recent general-purpose finite element code by applying artificial damping from which we can overcome the difficulty in performing the analysis due to local instability.

000012678 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000012678 653__ $$a

000012678 7112_ $$aSixth International Conference on Structural Engineering, Mechanics and Computation$$cCape Town, South Africa$$d2016-09-05 / 2016-09-07$$gSEMC2016
000012678 720__ $$aKobayashi, T.$$iMihara, Y.$$iFujii, F.
000012678 8560_ $$ffischerc@itam.cas.cz
000012678 8564_ $$s1309914$$uhttps://invenio.itam.cas.cz/record/12678/files/126.pdf$$yOriginal version of the author's contribution as presented on CD, 126.pdf.
000012678 962__ $$r12552
000012678 980__ $$aPAPER