Research article Vol. 13 No. 2 (2017): International Journal for Computational Civil and Structural Engineering

METHOD OF COMPENSATING LOADS FOR SOLVING OF A PROBLEM OF UNSYMMETRIC BENDING OF INFINITE ICE SLAB WITH CIRCULAR OPENING

Elena B. Koreneva
50-55 DOI 10.22337/2587-9618-2017-13-2-50-55 Published 2017-06-30
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METHOD OF COMPENSATING LOADS FOR SOLVING OF A PROBLEM OF UNSYMMETRIC BENDING OF INFINITE ICE SLAB WITH CIRCULAR OPENING

Authors

  • Elena B. Koreneva Moscow Higher Combined-Arms Command Academy, Moscow, RUSSIA

DOI:

https://doi.org/10.22337/2587-9618-2017-13-2-50-55

Keywords:

infinite ice slab, circular opening, method of compensating loads, Bessel functions

Abstract

Unsymmetric flexure of an infinite ice slab with circular opening is under examination. The men-tioned construction is considered as an infinite plate of constant thickness resting on an elastic subgrade which properties are described by Winkler’s model. The plate’s thickness is variable in the area ajoining to the opening. Method of compensating loads is used. Basic and compensating solutions are received. The obtained solutions are produced in closed form in terms of Bessel functions.

2011 340

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Published

2017-06-30

Issue

Vol. 13 No. 2 (2017): International Journal for Computational Civil and Structural Engineering

Section

Research article

How to Cite

Koreneva, E. B. (2017). METHOD OF COMPENSATING LOADS FOR SOLVING OF A PROBLEM OF UNSYMMETRIC BENDING OF INFINITE ICE SLAB WITH CIRCULAR OPENING. International Journal for Computational Civil and Structural Engineering, 13(2), 50-55. https://doi.org/10.22337/2587-9618-2017-13-2-50-55

Keywords

infinite ice slab, circular opening, method of compensating loads, Bessel functions

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