@ARTICLE{Schabowicz_K._Effect_2019, author={Schabowicz, K. and Zawiślak, Ł.}, volume={Vol. 65}, number={No 3}, journal={Archives of Civil Engineering}, pages={153-166}, howpublished={online}, year={2019}, publisher={WARSAW UNIVERSITY OF TECHNOLOGY FACULTY OF CIVIL ENGINEERING and COMMITTEE FOR CIVIL ENGINEERING POLISH ACADEMY OF SCIENCES}, abstract={The approach to numerical analyses was changed by the introduction of Eurocodes . The EN 1993-1-6 standard allows taking into account imperfections on the shape of a buckling form from a linear elastic bifurcation analysis. The article analyses the first ten forms of imperfection from a linear elastic bifurcation analysis on the reduction of the capacity of a cylindrical shell. Calculations were made using finite element methods.}, type={Article}, title={Effect of geometric imperfections in the shape of buckling form on the reduction of load capacity of cylindrical shell}, URL={http://journals.pan.pl/Content/115685/PDF-MASTER/12_ace-2019-0041.pdf}, keywords={Numerical analysis, cylindrical shells, imperfections}, }