TECHNICAL PAPERS
Aug 1, 1986

Support Settlements in Continuous Cylindrical Shell Roofs

Publication: Journal of Structural Engineering
Volume 112, Issue 8

Abstract

A finite element analysis of single‐bay two‐span continuous cylindrical shells subjected to support settlements and experimental results on model studies are presented. The experimental investigation confirms the validity of the finite element analysis. Support settlements cause a considerable magnitude of additional stresses in the shell which may lead to failure. Critical zones are identified and the possibilities of failure are discussed for each case.

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References

1.
Ashwell, D. G., and Gallagher, R. H., Finite Elements for Thin Shells and Curved Members, John Wiley & Sons, 1976.
2.
Ashwell, D. G., and Sabir, A. B., “A New Cylindrical Shell Finite Element Based on Simple Independent Strain Functions,” International Journal of Mechanical Science, Vol. 14, 1972, pp. 171–183.
3.
Billington, D. P., Thin Shell Concrete Structures, McGraw Hill Book Publishing Co., 2nd ed., 1982.
4.
Bogner, F. K., Fox, R. L., and Schmit, L. A., “A Cylindrical Shell Discrete Element,” Journal of AIAA, Vol. 5, No. 4, Apr., 1967, pp. 745–750.
5.
Cantin, G., and Clough, R. W., “A Curved Cylindrical Shell Finite Element,” Journal of AIAA, Vol. 6, No. 6, June, 1968, pp. 1057–1062.
6.
Cheung, Y. K., “Finite Element Method,” thesis presented to the University of Wales, at Swansea, Wales, in 1964, in partial fulfillment of the requirements for the degree of Doctor of Philosophy.
7.
Clough, R. W., and Johnson, C. P., “Finite Element Analysis of Arbitrary Thin Shells,” Concrete Thin Shells, ACI Publication SP‐28, 1971, pp. 333–363.
8.
Conner, J., and Brebbia, C., “A Stiffness Matrix for a Shallow Rectangular Shell Element,” Journal of the Engineering Mechanics Division, ASCE, No. EM5, Oct., 1967, pp. 43–65.
9.
Cook, R. D., Concepts and Applications of Finite Element Analysis, John Wiley & Sons, 1974.
10.
Cowper, G. R., Lindberg, G. M., and Olson, M. D., “A Shallow Shell Finite Element of Triangular Shape,” International Journal of Solids and Structures, Vol. 6, 1970, pp. 1133–1156.
11.
Criteria for the Design of Reinforced Concrete Shell Structures, IS:2210‐1962, Indian Standards Institution, New Delhi, India.
12.
Desai, C. S., and Abel, J. F., Introduction to Finite Element Method, Van Nostrand, 1971.
13.
Kostem, C. N., and Garrabrant, M. E., “The Effect of Vertical Support Settlements on Cylindrical Shells,” presented at the September, 1977, International Association for Shell and Spatial Structures Conference on Lightweight Shell and Space Structures for Normal and Seismic Zones, Sept., 1977, pp. 187–191.
14.
Larras, P. J., “Etudes en Vrais Grandeur sur la Resistance des Voutes, Cylindriques Autoportants aux Denivellations d'appuis,” Travaux, July, 1952.
15.
Lim, P. T. K., Kilford, J. T., and Moffatt, K. K, “Finite Element Analysis of Curved Box Girder Bridges,” presented at the 1971 Conference on Developments in Bridge Design and Construction, held at Swansea, England.
16.
Moore, C. J., Yang, T. Y., and Anderson, D. C., “A New 48 d.o.f. Quadrilateral Shell Element with Variable‐Order Polynomials and Rational B‐Spline Geometries with Rigid Body Modes,” International Journal for Numerical Methods in Engineering, Vol. 20, 1984, pp. 2121–2141.
17.
Prasadarao, A., “Effects of Support Settlements on Stresses in Cylindrical Shell Roofs,” thesis presented to the Indian Institute of Technology, at Madras, India, in 1979, in partial fulfillment of the requirements for the degree of Doctor of Philosophy.
18.
Rocky, K. C., and Evans, H. R., “A Finite Element Solution for Folded Plate Structures,” Proceedings, Conference on Space Structures, Oxford, Blackwill, England, 1967, pp. 165–188.
19.
Sabir, A. B., and Lock, A. C., “A Curved Cylindrical Shell Finite Element,” International Journal of Mechanical Science, Vol. 14, 1972, pp. 125–135.
20.
Scordelis, A. C., and Lo, K. S., “Computer Analysis of Cylindrical Shells,” Journal of American Concrete Institute, Vol. 69, May, 1964, pp. 539–559.
21.
Scordelis, A. C., “Analysis of Cylindrical Shells and Folded Plates,” Concrete Thin Shells, ACI Publication SP‐28, 1971, pp. 207–236.
22.
Sisodiya, R. G., and Cheung, Y. K., “A Higher Order Inplane Parallelogram Element and Its Application to Skewed Curved Box Girder Bridges,” presented at the 1971 Conference on Developments in Bridge Design and Construction, held at Swansea, England.
23.
Vlasov, V. Z., Thin Walled Elastic Beams, Israel Programmes for Scientific Translations, Jerusalem, Israel, 1961.
24.
Zienkiewicz, O. C., The Finite Element Method, Tata McGraw Hill Publishing Co., New Delhi, India, 1979.

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Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 112Issue 8August 1986
Pages: 1781 - 1796

History

Published online: Aug 1, 1986
Published in print: Aug 1986

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Authors

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P. Srinivasa Rao
Prof., Struct. Engrg. Lab., Indian Inst. of Tech., Madras, India
Alapati Prasada Rao
Asst. Prof. in Civ. Engrg., Jawaharlal Nehru Technological Univ., Hyderabad, India

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