%0 Journal Article
%T ANALYSIS OF DEFLECTION MODE OF GLASS REINFORCED PLASTIC POLYMER CONCRETE STRUCTURES UNDER LONG-TERM LOADING
%A V. F. Nabokov
%J Scientific Herald of the Voronezh State University of Architecture and Civil Engineering
%D 2012
%I Voronezh State University of Architecture and Civil Engineering
%X Problem statement. The questions of long-term deformation of usual and pre-stressed glass-reinforced plastic polymer concrete structures are considered on the basis of stress-time analogy. Results and conclusions. Creep factor is obtained with the use of creep curve differentiation method. This factor forms the basis of calculation of beam deflection under long-term loading. The duration factors obtained are in acceptable parametric ranges. This fact confirms the feasibil-ity of new stress-time analogy method for deformation analysis of usual and pre-stressed glass-reinforced plastic polymer concrete structures.
%K glass-reinforced plastic polymer concrete
%K deflection
%K duration factor
%K deflection mode
%K loading
%K structure diagram method
%K creep curve differentiation method
%U http://vestnikvgasu.wmsite.ru/ftpgetfile.php?id=314