%0 Journal Article
%T STRESS-STRAIN STATE OF NORMAL CROSS-SECTIONS OF TWO-LAYER CAOUTCHOUC CONCRETE-CONCRETE BENDING ELEMENTS OF BUILDING STRUCTURES
%A Yu. M. Borisov
%A A. E. Polikutin
%A Phan Duy Nguyen
%J Scientific Herald of the Voronezh State University of Architecture and Civil Engineering
%D 2011
%I Voronezh State University of Architecture and Civil Engineering
%X Problem statement. An experimental study on reinforced concrete bending elements shown that progressive increase in external load involves three typical stages of the stress-strain state. We es-tablished, however, that these stages insufficiently reflect the operation of two-layer caoutchouc concrete-concrete bending elements.Results and conclusions. The program of research and experimental results of stress-strain state of normal cross-sections of two-layer bending caoutchouc concrete and concrete elements are presented. The results of determination of normal cross in a midspan are given. Four stages of stress-strain state are recognized. The order of crack resistance calculation of two- layer caoutchouc concrete-concrete beams is proposed.
%K two-layer structures
%K bending elements
%K stress-strain state
%K caoutchouc concrete
%U http://vestnikvgasu.wmsite.ru/ftpgetfile.php?id=247