국내 최대 기계 및 로봇 연구정보

공학설계D/B

공학설계D/B 게시판 내용
Volume Title	Structures
Volume No	Buckling of rectangular plates and panels in compression. Buckling of rectangular plates under combined loadings. Buckling of non-rectangular plates - parallelogram, triangular, tapered.
DATA Title	Buckling of flat isotropic plates under uniaxial and biaxial loading.
DATA Item	72019
KEYWORD	buckling, compression, direct, flat, inelastic, instability, loading, plasticity, plate, rectangular
ISBN	0 85679 018 4
ABSTRACT	ESDU 72019 gives the elastic buckling stress under longitudinal compression of a plate with edge conditions: (1) short sides simply-supported and long sides simply-supported, clamped or elastically restrained laterally and/or in rotation, (2) short sides simply-supported and one long side free while the other is either clamped or simply-supported, (3) short sides clamped and long sides either clamped or simply-supported. The elastic buckling stress is also given under biaxial compression with edge conditions: (1) short sides simply-supported and long sides either clamped or simply-supported, (2) short sides clamped and long sides either clamped or simply-supported. Data are given to correct the buckling stress for the effects of plasticity. See ESDU 81047 and ESDUpac A8147 for a computer program that treats buckling of rectangular plates.