Journal of
Faculty of Civil Engineering

JOURNAL OF FACULTY OF CIVIL ENGINEERING
INTERNATIONAL CONFERENCE
CONTEMPORARY ACHIEVEMENTS IN CIVILENGINEERING 25, 2014.y., pp. 1119-1125

	DOI: 10.14415/konferencijaGFS2014.147
	UDC: 539.377
	CC-BY-SA 4.0 license
	Author : Rakočević, Marina
	Summary:
	Review of theoretical and numerical models for defining the stress-strain state in the cross section of moderately thick and thick laminated composite plates in case of bending is presented in this paper. Layered composite plates are constructed by combining layers with different material and geometrical characteristics of each layer. These layers have bearing capacity in previously defined directions. The problem of laminated composite plates cannot be successfully solved by applying the Equivalent Single-layer Laminate Theory or ESL theory. Contemporary theories of plates, in the literature known as Layerwise Plate Theory, are more applicable for these plates. At the end of this paper numerical examples for the Partial Layerwise Theory are given.
	Keywords:
	laminated composete plates, thich plate, Layerwise theory