Buckling Behavior of Composite Cylindrical Shells Under Torsion

복합재 원통쉘의 비틀림좌굴 거동

  • Published : 2000.11.01

Abstract

This paper deals with the torsional buckling behavior of plain weave GFRP composite cylindrical shells having comparatively small length-to-diameter ratio. Boundary conditions corresponding to clamped ends and simply supported ends are considered. Torsional buckling loads and circumferential mode numbers according to the variation of shell length-to-radius ratio are conformed. To verify the availability of the theoretical results, comparison with the theoretical and experimental results are made.