Buckling Design Codes for Unstiffened Cylindrical Shells Under Axial Compression
各種設計基準における補強のない円筒殻の許容座屈応力度 内圧のない場合,軸方向圧縮力に対して

Hajime HIRAKAWA, Hiroyoshi YOKOYAMA
1994 Journal of High Pressure Institute of Japan  
Cylindrical shells are often used for structural members, because of its structurally reasonable shape. But it is well-known that local buckling often occurs is a cylindrical shell under axial compressive load, whose structural stability is generally affected by
doi:10.11181/hpi1972.32.210 fatcat:rriihaciirhnrajjr34kg463yu