Model for Cyclic Compressive Behavior of Concrete
- 1 February 1987
- journal article
- Published by American Society of Civil Engineers (ASCE) in Journal of Structural Engineering
- Vol. 113 (2) , 228-240
- https://doi.org/10.1061/(asce)0733-9445(1987)113:2(228)
Abstract
A new one‐dimensional model for random cyclic compression in concrete is developed. The model determines several geometrical loci in the uniaxial stress‐strain plane that govern the unloading‐reloading curves. The model laws for reproducing the unloading and reloading curves are presented, by which the curves may be plotted graphically with no accompanying calculations. Comparisons of the model predictions with many test results show good agreement.Keywords
This publication has 7 references indexed in Scilit:
- Comment on Orthotropic Models for Concrete and GeomaterialsJournal of Engineering Mechanics, 1983
- Total Strain Theory and Path-Dependence of ConcreteJournal of the Engineering Mechanics Division, 1980
- Plastic-Fracturing Theory for ConcreteJournal of the Engineering Mechanics Division, 1979
- Endochronic model for nonlinear triaxial behavior of concreteNuclear Engineering and Design, 1978
- Nonlinear Biaxial Stress-Strain Law for ConcreteJournal of the Engineering Mechanics Division, 1977
- A quantitative assessment of damage sustained in concrete during compressive loadingMagazine of Concrete Research, 1975
- Behavior of Concrete Under Compressive LoadingsJournal of the Structural Division, 1969