Bending Analysis of Axisymmetric Shells
By the term “axisymmetric shells”, in this chapter, we mean all doubly curved as well as conical shell forms which have an axis of symmetry and are loaded in an axisymmetric fashion. Shells of revolution such as domes, single sheet hyperbolic paraboloids (used in cooling towers), and conical shells fall in this category.
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References for Chapter Seven
- 7.1M. Farshad, Shell Structures, Vol. I, 1986, Vol. II, 1987, Shiraz University Publications,ShirazGoogle Scholar
- 7.2D. P. Billington, Thin Shell Concrete Structures, McGraw-Hill Book Co.N.Y., Revised edition, 1982Google Scholar
- 7.3W. Flügge, Stresses in Shells, Springer-Verlag, Berlin, 1962Google Scholar
- 7.4S. Timoshenko and S. Woinowsky-Krieger, Theory of Plates and Shells, 2nd edition, McGraw-Hill Book Co., N.Y., 1959Google Scholar