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CONFERENCE PROCEEDINGS
6th INTERNATIONAL CONFERENCE
CONTEMPORARY ACHIEVEMENTS IN CIVIL ENGINEERING 2018 , 2018.y., pp. 153-162


ANALYSIS OF PLATES BY THE SECOND ORDER THEORY NUMERICAL METHODS
 
DOI: 10.14415/konferencijaGFS2018.013
UDC: 624.042.072.1:519.6
CC-BY-SA 4.0 license
Author : Demirović, Besim; Garić-Demirović, Mirela; Osmić, Nedim
 
 Summary:
 The paper presents an analysis of the bending of plates loaded vertically and in the direction of the middle plane. The procedure was done numerically using the final difference method. The calculation of the displacement of the panel at the points of discretization was carried out by iterative methods taking into account the second-order effects. By analyzing the plate element in a deformed position, the differential bending equation of the plate was implemented, in which the contribution of the transient forces to the bending and deformation moments is introduced. The methods of calculation shown are modeled by the geometric nonlinearity of the panels. Through numerical examples, the calculation procedure was presented and the results analysis was performed.
 
 Keywords:
 geometric nonlinearity, second order theory, finite difference method.