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	Information on the use of Data Items on the buckling of plates and compression panels manufactured from isotropic materials.
DATA Item	72012
KEYWORD	buckling, compression, curved, direct, flat, inelastic, instability, inter, loading, local, panel, plasticity, plate, post, rivet, skin
ISBN	0 85679 011 7
ABSTRACT	ESDU 72012 gives general information on the data in the Structures Series on quadrilateral plates and panels subjected to in-plane compression. It covers behaviour at initial buckling, immediately after buckling and at failure in local or overall modes. A plate is defined as a portion of sheet bounded by longitudinal and transverse members or a portion of sheet bounded by two or three such members and having the remaining one or two sides free. A panel is defined as a sheet bounded transversely by sturdy frames between which the sheet is stiffened by longitudinal members (stringers). For a panel the major compressive stress is taken to be acting parallel to the stringers. The stringers and frames may be integrally manufactured with the sheet or separately attached.