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Method of Compensating Loads for Solving of a Problem of Unsymmetric Bending of Infinite Ice Slab with Circular Opening

Author(s):
Medium: journal article
Language(s): Russian
Published in: International Journal for Computational Civil and Structural Engineering / Международный журнал по расчету гражданских и строительных конструкций, , n. 2, v. 13
Page(s): 50-55
DOI: 10.22337/2587-9618-2017-13-2-50-55
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.

Structurae cannot make the full text of this publication available at this time. The full text can be accessed through the publisher via the DOI: 10.22337/2587-9618-2017-13-2-50-55.
  • About this
    data sheet
  • Reference-ID
    10336203
  • Published on:
    02/08/2019
  • Last updated on:
    02/08/2019
 
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