In this article is given the geometric and physical relations for flexible gentle shells, suggests two forms of communication between the deformation of the middle layer and displacements, respectively, the equilibrium equations and the conditions for compatibility of deformation are derived. For a special case, the implementation algorithm and the results of calculating rectangular plates are presented.
References: 1. Ilyushkin A.A. Plasticity. –Мoscow. Gostekhizdat, 1948. – p.376. 2. Volmir А.S. Nonlinear dynamics of plates and shells. – Мoscow. Nauka, 1973. – p.400. 3. Lepik Y.R. The Balance of flexible proportion plates at large deflections. // Engineering Journal, 1956, No.24, p.51-55. 4. Moskvitin V.V. Cyclic loads of construction elements. Мoscow, Nauka, 1981, p.344.
A., Abdusattarov and F., Abdukadirov
"ON THE FORMATION OF A COMPUTATIONAL MODEL OF FLEXIBLE GENTLY SLOPING SHELLS AND PLATES UNDER REPEATED ELASTOPLASTIC LOADING,"
Problems of Architecture and Construction: Vol. 2
, Article 1.
Available at: https://uzjournals.edu.uz/samgai/vol2/iss4/1