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This document presents research on developing a stress-strain relationship model for concrete under uniaxial compression using local materials in Iraq. Experimental testing was conducted on concrete cylinders and prisms to evaluate the stress-strain behavior. Two equations are proposed to model the relationship: a third-degree polynomial equation and a parabolic equation. Comparison to the experimental data shows the equations fit very well. The equations can accurately represent the stress distribution in

Author

sali8439443

Language

EN