BACKGROUND, METHODOLOGY AND SOFTWARE FOR THE CALCULATION OF THE STRESS-STRAIN STATE OF FLEXIBLE SLICER ZONE OF REINFORCED CONCRETE ELEMENTS
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Abstract
A new, evidence-based methods of calculation of strength and crack resistance of reinforced shear zone of steel reinforced concrete members based on stress-strain of standing items with different physical and mechanical characteristics of the materials reinforced and reinforcing elements, which in comparison with the existing empirical methods RAS couple more pronounced physical meaning are proposed. A computer program, based on the proposed method that allows you to calculate the parameters of stressed-strained state of reinforced shear zone of steel reinforced concrete elements and calculate the first and second groups of limit state action in the area of the cut of the full combination of domestic efforts, elaborated.
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References
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