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On the coefficient of prismatic strength of high-strength concrete

Abstract

On the coefficient of prismatic strength of high-strength concrete

A.M. Mkrtchyan, D.R. Mailyan

Incoming article date: 18.11.2013

This article provides an account tsentrenno and eccentrically compressed reinforced concrete columns of high-strength concrete on the deformed pattern in SP 63.13330.2012. Compares the results of the calculation of the bearing capacity of the columns with the set experimental data. Proposed adjustments in the form of the coefficients in the formulas for the curvature tsentrenno compressed columns j and eccentrically compressed yb.

Keywords: high-strength concrete, physical experiment, prism strength, lateral reinforcement, concrete counters, deformation correction factor