NONLINEAR ANALYSIS OF THIN-WALLED STRUCTURES BY A COUPLED FINITE ELEMENT METHOD
Author:
Affiliation:
1. JSCE
2. Department of Civil Engineering, Kumamoto University
Publisher
Japan Society of Civil Engineers
Link
https://www.jstage.jst.go.jp/article/jscej1984/1986/374/1986_374_57/_pdf
Reference14 articles.
1. 1) Japan Road Association: Specification for Highway Bridges, Feb., 1980.
2. 2) Coan, K. M.: Large Deflection Theory of Plates with Small Initial Curvature Loaded in Edge Compression, J. Appl. Mech., Vol. 18, Trans. ASME, Vol. 73, pp. 143-151, 1951.
3. 3) Murray, D. W. and Wilson, E. L.: Finite-Element Postbuckling Analysis of Thin Elastic Plates, AIAAJ, Vol. 7, No. 10, Oct., 1969.
4. 4) Komatsu, S., Kitada, T. and Miyazaki, S.: Elastic-Plastic Analysis of Compressed Plate with Residual Stress and Initial Deflection, Proc. of JSCE, No. 244, pp. 1-14, Dec., 1975 (in Japanese).
5. 5) Yoshida, Y., Masuda, N. and Matusda, T.: A Discrete Element Approch to Elastic-Plastic Large Displacement Analysis of Thin Shell Structures, Proc. of JSCE, No. 288, pp. 41-55, Aug., 1979 (in Japanese).
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1. COUPLED BUCKLING STRENGTH OF STEEL H-SECTION COLUMNS AND DESIGN FORMULA;Doboku Gakkai Ronbunshu;1988-10-20
2. EFFECTS OF LOCAL BUCKLING OF COMPONENT PLATES ON THE STRENGTH OF WELDED STEEL MEMBERS;Doboku Gakkai Ronbunshu;1988-04-20
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