Abstract: | On the basis of the stepped reduction method suggested in 1], we investigate the problem of the bending of elastic circular
ring of non-homogeneous and variable cross section under the actions of arbitrary loads. The general solution of this problem
is obtained so that it can be used for the calculations of strength and rigidity of practical problems such as arch, tunnel
etc. In order to examine results of this paper and explain the application of this new method, an example is brought out at
the end of this paper.
Circular ring and arch are commonly used structures in engineering. Timoshenko, S.2], Barber, J. R.3], Tsumura Rimitsu4] et al. have studied these problems of bending, but, so far as we know, it has been solely restricted to the general solution
of homogeneous uniform cross section ring. The only known solution for the problems with variable cross section ones has been
solely restricted to the solution of special case of flexural rigidity in linear function of coordinates. On account of fundamental
equations of the non-homogeneous variable cross section problem being variable coefficients, it is very difficult to solve
them. In this paper, we use the stepped reduction method suggested in 1] to transform the variable coefficient differential
equation into equivalent constant coefficient one. After introducing virtual internal forces, we obtain general solution of
an elastic circular ring with non-homogeneity and variable cross section under the actions of arbitrary loads. |