000004623 001__ 4623
000004623 005__ 20141119144539.0
000004623 04107 $$aeng
000004623 046__ $$k2002-06-02
000004623 100__ $$aCai, Minjie
000004623 24500 $$aBUCKLING STRENGTH OF THIN CYLINDRICAL SHELLS UNDER LOCALIZED AXIAL COMPRESSION

000004623 24630 $$n15.$$pProceedings of the 15th ASCE Engineering Mechanics Division Conference
000004623 260__ $$bColumbia University in the City of New York
000004623 506__ $$arestricted
000004623 520__ $$2eng$$aThe buckling strength of a thin cylindrical shell is important in many applications in civil engineering. On the one hand, current design rules are principally based on an empirical interpretation of test data and hence very simple loading conditions are applied. On the other hand, experimental and theoretical observations show significant stress non-uniformity and hence a deviation from the buckling strength expected under uniform load. Reliable quantification of this effect is still challengingly difficult. This paper explores a typical thin cylindrical silo shell under localized axial compression. Two different buckling phenomena are identified with corresponding, and distinct, buckling mode forms. The influence of geometric imperfections on the buckling strength of the shell is also considered.

000004623 540__ $$aText je chráněný podle autorského zákona č. 121/2000 Sb.
000004623 653__ $$aBuckling strength, Cylindrical shell, Non-uniform compression, Strip center buckles, Strip edge buckles, Strip load

000004623 7112_ $$a15th ASCE Engineering Mechanics Division Conference$$cNew York (US)$$d2002-06-02 / 2002-06-05$$gEM2002
000004623 720__ $$aCai, Minjie$$iHolst, J. Mark F.G.$$iRotter, J. Michael
000004623 8560_ $$ffischerc@itam.cas.cz
000004623 8564_ $$s538469$$uhttps://invenio.itam.cas.cz/record/4623/files/074.pdf$$yOriginal version of the author's contribution as presented on CD, .
000004623 962__ $$r4594
000004623 980__ $$aPAPER