@ARTICLE{Szychowski_A._Wyboczenie_2015,
 author={Szychowski, A.},
 number={No 3},
 journal={Archives of Civil Engineering},
 pages={149-168},
 howpublished={online},
 year={2015},
 publisher={WARSAW UNIVERSITY OF TECHNOLOGY FACULTY OF CIVIL ENGINEERING and COMMITTEE FOR CIVIL ENGINEERING POLISH ACADEMY OF SCIENCES},
 abstract={Buckling of the stiffened flange of a thin-walled member is reduced to the buckling analysis of the cantilever plate, elastically restrained against rotation, with the free edge stiffener, which is susceptible to deflection.Longitudinal stress variation is taken into account using a linear function and a 2nd degree parabola. Deflection functions for the plate and the stiffener, adopted in the study, made it possible to model boundary conditions and different buckling modes at the occurrence of longitudinal stress variation. Graphs of buckling coefficients are determined for different load distributions as a function of the elastic restraint coefficient and geometric details of the stiffener. Exemplary buckling modes are presented.},
 type={Artykuły / Articles},
 title={Wyboczenie półki usztywnionej elementu cienkościennego przy wzdłużnej zmienności naprężeń},
 title={Buckling of the stiffened flange of the thin-walled member at longitudinal stress variation},
 URL={http://journals.pan.pl/Content/84041/mainfile.pdf},
 keywords={kształtowniki cienkościenne, wyboczenie lokalne, wyboczenie dystorsyjne, sprężyste zamocowanie krawędzi, wzdłużna zmienność naprężeń, thin-walled members, local buckling, distortional buckling, elastic restraint of the edge, longitudinal stress variation},
}