Investigations of eccentrically compressed with big eccentricity fiber concrete elements reinforced with highstrength armature
The article presents the experimental research results of eccentrically compressed with relatively big eccentricities steel-fibro-concrete reinforced by high-strength reinforcement. Proposals are made to calculation on disclosing the cracks based on the classical model offered by V. I. Murashev. Comparison of experimental data with theoretical ones is submitted.