@ARTICLE{Królak_Marian_Modal,
 author={Królak, Marian and Kołakowski, Zbigniew and Kowal-Michalska, Katarzyna},
 volume={vol. 48},
 number={No 3},
 journal={Archive of Mechanical Engineering},
 pages={277-294},
 howpublished={online},
 publisher={Polish Academy of Sciences, Committee on Machine Building},
 abstract={The analysis of buckling, post-buckling behaviour and load carrying capacity of prismatic composite pole structures is conducted. The asymptotic expansion established by Byskov-Hutchinson is used in the second order approximation. The thin-walled tubular columns are simply supported at the ends and subject to the uniform compression. Several types of cross-sections with and without intermediate stiffeners are considered. The present paper is the continuation of a previous paper by the authors (1999) where the modal interaction of thin-walled composite beamcolumns was investigated.},
 type={Article},
 title={Modal interactive buckling of composite tubular pole structure with intermediate stiffeners},
 URL={http://journals.pan.pl/Content/125326/PDF/8_MECHANICAL_48_2001_3_Krolak_Modal.pdf},
 keywords={buckling, Load carrying capacity, thin-walled structures, composite, intermediate stiffeners},
}