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

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.

Authors and Affiliations

Elena B. Koreneva

Keywords

Related Articles

THE ACCOUNT OF OPTIONS SHEET OF WALLS PROFILE LARSEN IN THE DESIGN OF EXCAVATIONS SUPPORTING

Bending stiffness and strength of steel sheet retaining walls is strongly dependent on shear resistance of pile interlocks. This fact, usually, is not taken into account in domestic practice of design and construction of...

MODELING OF STRESS-STRAIN STATE OF THICK CONCRETE SLABS TAKING THE CREEP OF CONCRETE INTO ACCOUNT

In the article the derivation of the resolving equations for calculation taking into account creep of thick reinforced concrete plates is given. We use the hypothesis of a parabolic law for the distribution of tangential...

ПАССИВНОЕ ГАШЕНИЕ ВИБРАЦИИ КОНСТРУКЦИИ В ОКРЕСТНОСТИ РЕЗОНАНСНЫХ ЧАСТОТ С ИСПОЛЬЗОВАНИЕМ ПЬЕЗОЭФФЕКТА

Предлагаемый метод пассивного гашения вибраций конструкции основывается на использо­вании пьезоэффекта, который заключается в способности пьезоэлектрического материала преобразовы­вать электрическую энергию в механическу...

О МЕТОДИКЕ ПОВЫШЕНИЯ ЗАЩИЩЕННОСТИ ОБЪЕКТА ЭКОНОМИКИ ОТ ВОЗДЕЙСТВИЯ ВОЗДУШНОЙ УДАРНОЙ ВОЛНЫ

n the article the algorithm of techniques based on the values of the safety level is to search for the ra-tional solution for protection of hazardous production facilities from the effects of air shock waves of conven-ti...

LONG-PERIOD SEISMIC IMPACTS AND IT AFFECTING ON THE STRENGTH OF HIGH-RISE BUILDINGS CONSTRUCTIONS

Currently, in all building codes, the diagrams of dynamics coefficient are limited to a maximum natural oscillation period of 1.8 s. However, this range is clearly not enough for the calculation of constructions of high-...

Download PDF file
  • EP ID EP576853
  • DOI 10.22337/2587-9618-2017-13-2-50-55
  • Views 60
  • Downloads 0

How To Cite

Elena B. Koreneva (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://europub.co.uk/articles/-A-576853