DISTRIBUTION OF LOAD AND BENDING STRESSES ALONG THE LENGTH OF THE THICK PLATE FIXED IN THE BASE WHEN AN INITIAL ANGLE BETWEEN IT AND THE DETAIL CONTRACTING WITH IT

Abstract


The paper describes a method for determining coefficients of load and bending-stress distribution along a rigidly fixed thick plate which is in edge contact with the other part when no load is applied. The method is based on the solution of integral Volterra equation which binds angle between contacting elements and components of strain.


F I PLEKHANOV

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Kalashnikov Izhevsk State Technical University 426069, Удмуртия, г. Ижевск, ул. 7 Подлесная, дом 100, корп. 2, кв. 44

доктор технических наук, профессор

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