BUCKLING OF ORTHOTROPIC PLATES DUE TO BIAXIAL IN-PLANE LOADS TAKING ROTATIONAL RESTRAINTS INTO ACCOUNT

被引:0
作者
JOHNSTON, GS [1 ]
机构
[1] LOCKHEED GEORGIA CO,DEPT ADV STRUCT,MARIETTA,GA 30063
来源
FIBRE SCIENCE & TECHNOLOGY | 1979年 / 12卷 / 06期
关键词
D O I
10.1016/0015-0568(79)90017-4
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
Stability analysis based on the solution of the differential equation for long, orthotropic plates requires little computer time and capacity. Hence, it is useful for routine calculations and synthesis. Full biaxial loads and finite rotational restraints are taken into account. Results in the form of buckling coefficients are presented for sample cases. © 1979.
引用
收藏
页码:435 / 443
页数:9
相关论文
共 9 条
  • [1] Viswanathan, Tamekuni, Baker, Elastic Stability of Laminated, Flat and Curved, Long Rectangular Plates Subject to Combined Inplane Loads, NAS CR-2330, (1974)
  • [2] Bijlaard, Fisher, Interaction of Column and Local Buckling in Compression Members, NACA TN 2640, (1952)
  • [3] Stowell, Critical Shear Stress of an Infinitely Long Flat Plate with Equal Restraints Against Rotation Along the Parallel Edges, NACA ARR 3K12, (1943)
  • [4] Southwell, Skan, On the stability under shearing forces of a flat elastic strip, Proceedings of the Royal Society A: Mathematical, Physical and Engineering Sciences, 105, pp. 582-607, (1924)
  • [5] Stowell, Schwartz, Critical Stress for an Infinitely Long Plate with Elastically Restrained Edges Under Combined Shear and Direct Stress, NACA ARR 3K13, (1943)
  • [6] Batdorf, Houbolt, Critical Combinations of Shear and Transverse Direct Stress for an Infinitely Long Flat Plate with Edges Elastically Restrained Against Rotation, NACA Report 847, (1946)
  • [7] Turnbull, Theory of Equations, (1952)
  • [8] Gerard, Becker, Handbook of Structural Stability, Part I—Buckling of Flat Plates, (1957)
  • [9] Lekhnitskii, Anisotropic Plates, pp. 445-478, (1968)