BUCKLING STRENGTH OF ORTHOGONALLY STIFFENED PLATES UNDER UNIAXIAL COMPRESSION

被引：8

作者：

YOSHIDA, H ^{[1
]}

MAEGAWA, K ^{[1
]}

机构：

[1] ISHIKAWA TECHN COLL,DEPT CIVIL ENGN,ISHIKAWA,TSUBATA,JAPAN

来源：

JOURNAL OF STRUCTURAL MECHANICS | 1979年 / 7卷 / 02期

关键词：

D O I：

10.1080/03601217908905318

中图分类号：

O3 [力学];

学科分类号：

08 ; 0801 ;

摘要：

An analytical procedure by means of the finite strip method has been presented on the elastic and inelastic buckling strengths of members composed of longitudinally and transversely stiffened plate elements on edge compressions. Using this method, the effect of transverse stiffeners on the elastic and inelastic buckling strengths of plane plates stiffened by transverse stiffener(s) or longitudinal and transverse stiffeners is discussed. The numerical examples show that the improvement of buckling strength in the elastic and inelastic ranges can be expected using appropriate rigidity and arrangement of longitudinal and transverse stiffeners. © 1979, Taylor & Francis Group, LLC. All rights reserved.

引用

页码：161 / 191

页数：31

共 14 条

[1] THEORY AND TESTS ON THE PLASTIC STABILITY OF PLATES AND SHELLS [J].

BIJLAARD, PP .

JOURNAL OF THE AERONAUTICAL SCIENCES, 1949, 16 (09) :529-541

[2]

Cheung YK, 1968, ASCE J MECH DIV, V94, P1365

[3]

FUKUMOTO Y, 1974, NOV ASCE SPEC C MET

[4]

FUKUMOTO Y, 1977, IABSE P

[5]

Kloppel K., 1968, BEULWERTE AUSGESTEIF, VII

[6]

NISHINO F, 1964, THESIS LEHIGH U

[7]

Przemieniecki J. S., 1972, International Journal for Numerical Methods in Engineering, V5, P209, DOI 10.1002/nme.1620050207

[8]

Stowell EZ., 1948, UNIFIED THEORY PLAST

[9]

Timoshenko S. P., 1961, THEORY ELASTIC STABI

[10]

UEDA Y, 1961, THESIS LEHIGH U

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