TY - GEN
T1 - Calibration and validation of a numerical model for early age damage analysis
AU - Di Luzio, Giovanni
AU - Cusatis, Gianluca
N1 - Copyright:
Copyright 2012 Elsevier B.V., All rights reserved.
PY - 2012
Y1 - 2012
N2 - A model for early age concrete mechanical behavior and deformations, which makes use of the microplane model M4 and the solidification-microprestress theory, is presented. The viscoelastic behavior is described according to (1) the solidification theory, in which short-term aging and partially recoverable creep deformations are modelled through a solidification process assumed to be a function of the degrees of hydration and silica-fume reaction and (2) the microprestress theory that models long-term concrete aging and irrecoverable creep deformations. Cracking and nonlinear behavior are modeled by using a modified version of microplane model M4 which is extended to include a realistic aging model. Numerical examples, which deal with the analysis of concrete specimens, both in adiabatic and isothermal conditions, and loaded at different ages, are presented in order to show (1) the calibration procedure of model parameters and, after that, (2) the validation of the model for early age behavior of concrete without any further change of the parameters.
AB - A model for early age concrete mechanical behavior and deformations, which makes use of the microplane model M4 and the solidification-microprestress theory, is presented. The viscoelastic behavior is described according to (1) the solidification theory, in which short-term aging and partially recoverable creep deformations are modelled through a solidification process assumed to be a function of the degrees of hydration and silica-fume reaction and (2) the microprestress theory that models long-term concrete aging and irrecoverable creep deformations. Cracking and nonlinear behavior are modeled by using a modified version of microplane model M4 which is extended to include a realistic aging model. Numerical examples, which deal with the analysis of concrete specimens, both in adiabatic and isothermal conditions, and loaded at different ages, are presented in order to show (1) the calibration procedure of model parameters and, after that, (2) the validation of the model for early age behavior of concrete without any further change of the parameters.
UR - http://www.scopus.com/inward/record.url?scp=84866058530&partnerID=8YFLogxK
UR - http://www.scopus.com/inward/citedby.url?scp=84866058530&partnerID=8YFLogxK
U2 - 10.1061/9780784412374.039
DO - 10.1061/9780784412374.039
M3 - Conference contribution
AN - SCOPUS:84866058530
SN - 9780784412374
T3 - 20th Analysis and Computation Specialty Conference - Proceedings of the Conference
SP - 437
EP - 448
BT - 20th Analysis and Computation Specialty Conference - Proceedings of the Conference
T2 - 20th Analysis and Computation Specialty Conference
Y2 - 29 March 2012 through 31 March 2012
ER -