TECHNICAL PAPERS
Feb 1, 1984

Nonlinear Behavior of Cylindrical Web Panels

Publication: Journal of Engineering Mechanics
Volume 110, Issue 2

Abstract

Cylindrical web panels of horizontally curved plate girders subjected to pure bending and combined bending and shear are analyzed on the basis of Washizu's nonlinear theory of thin shells. A set of nonlinear differential equations is solved by the use of finite difference method. Nonlinear properties of the deflection and the distributions of various stresses are investigated from the numerical results. Furthermore, the results obtained by this analysis are compared with those given by Culver et al.

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References

1.
Abdel‐Sayed, G., “Curved Webs under Combined Shear and Normal Stresses,” Journal of the Structural Division, ASCE, Vol. 99, No. ST3, Mar., 1973, pp. 511–525.
2.
Berezin, I. S., and Zhidkov, N. P., Computing Methods, Vol. 1, O. M. Blunn, trans., Pergamon Press, 1956.
3.
Bleich, F., Buckling Strength of Metal Structures, McGraw Hill, 1952.
4.
Buragohain, D. N., and Agrawal, B. L., “Analysis of Curved Box Girder Bridges,” Journal of the Structural Division, ASCE, Vol. 99, No. ST5, Proc. Paper 9715, May, 1973, pp. 799–819.
5.
Cheung, M. S., and Cheung, Y. K., “Analysis of Curved Box Girder Bridges by Finite Strip Method,” International Association for Bridge and Structural Engineering, Vol. 31, Part 1, 1971, pp. 1–19.
6.
Chu, K. H., and Pinjarkar, S. G., “Analysis of Horizontally Curved Box Girder Bridges,” Journal of the Structural Division, ASCE, Vol. 97, No. ST10, Proc. Paper 8453, Oct., 1971, pp. 2481–2501.
7.
Culver, C. G., Dym, C. L., and Brogan, D. K., “Bending Behavior of Cylindrical Web Panels,” Journal of the Structural Division, ASCE, Vol. 98, No. ST10, Oct., 1972, pp. 2291–2308.
8.
Culver, C. G., Dym, C. L., and Uddin, T., “Web Slenderness Requirements for Curved Girders,” Journal of the Structural Division, ASCE, Vol. 99, No. ST3, Mar., 1973, pp. 417–430.
9.
Dabrowski, R., and Wachowiak, J., “Stress in Thin Cylindrical Webs of Curved Plate Girders,” Proceedings of Colloquium on Design of Plate and Box Girders for Ultimate Strength, International Association for Bridge and Structural Engineering, Vol. 11, 1972, pp. 337–352.
10.
Kuranishi, S., and Hiwatashi, S., “Elastic Behavior of Web Plates of Curved Plate Girders in Bending,” Proceedings, Japan Society of Civil Engineers, No. 315, Nov., 1981, pp. 1–11 (in Japanese).
11.
Mariani, N., Mozer, J. D., Dym, C. L., and Culver, C. G., “Transverse Stiffener Requirements for Curved Webs,” Journal of the Structural Division, ASCE, Vol. 99, No. ST4, Apr., 1973, pp. 757–771.
12.
Megard, G., “Planar and Curved Shell Elements,” Finite Element Methods in Stress Analysis, I. Holland and K. Bell, eds., TAPIR, Trondheim, Norway, 1969, pp. 287–318.
13.
Mikami, I., and Furunishi, K., “Nonlinear Behavior of Cylindrical Web Panels under Bending and Shear,” Theoretical and Applied Mechanics, Vol. 29, University of Tokyo Press, Tokyo, Japan, 1981, pp. 65–72.
14.
Mikami, I., Furunishi, K., and Yonezawa, H., “Nonlinear Behavior of Cylindrical Web Panels under Bending,” Proceedings, Japan Society of Civil Engineers, No. 299, July, 1980, pp. 23–34 (in Japanese. English summary in Transactions, Japan Society of Civil Engineers, Vol. 12, 1980, pp. 65–66).
15.
Washizu, K., Variational Methods in Elasticity and Plasticity, 2nd ed., Pergamon Press, 1975.

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Go to Journal of Engineering Mechanics
Journal of Engineering Mechanics
Volume 110Issue 2February 1984
Pages: 239 - 251

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Published online: Feb 1, 1984
Published in print: Feb 1984

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Ichizou Mikami, M. ASCE
Prof., Dept. of Civ. Engrg., Kansai Univ., Suita, Osaka 564, Japan
Kazuo Furanishi
Design Engr., Design Section, Nippon Koei Co., Ltd., Osaka 530, Japan

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