Published in Journal of Structural Engineering Vol. 130 (12), pp. 1997-2005, 2004
doi: 10.1061/(ASCE)0733-9445(2004)130:12(1997)


A constitutive model devised for the analysis of concrete structures, and suitable for generic two- or three-dimensional applications, is presented and validated. For plain concrete a tension-compression distinguishing stress split is performed, and two scalar damage variables account for the degradation induced by the tensile and compressive stress components. As outcomes the model reproduces the stiffness recovery upon load reversal, and it captures the strength enhancement under multiaxial compression. Besides, the simple formulation as well as the extremely reduced number of parameters involved in the concrete model makes it quite suitable for the analysis of real structures, and constitutes a useful design tool. As regards to the nonlinear performance of the steel reinforcement, the explicit Giuffrè–Menegotto–Pinto model is adopted. Efficiency of the global model is illustrated via two seismic applications: one concerning an arch dam, and the other a six-floor reinforced concrete wall. The latter application is presented for validation purposes.

The PDF file did not load properly or your web browser does not support viewing PDF files. Download directly to your device: Download PDF document
Back to Top

Document information

Published on 01/01/2004

DOI: 10.1061/(ASCE)0733-9445(2004)130:12(1997)
Licence: CC BY-NC-SA license

Document Score


Times cited: 29
Views 8
Recommendations 0

Share this document

claim authorship

Are you one of the authors of this document?