TY - JOUR
T1 - Modeling cementitious materials as multiphase porous media
T2 - Theoretical framework and applications
AU - Pesavento, F.
AU - Gawin, D.
AU - Schrefler, B. A.
N1 - Funding Information:
Acknowledgments This research was carried out as part of the projects PRIN prot. 2006094221_004 (2006) and ex60% prot. 60A09-1314/07 financed by the Italian Ministry of Scientific Research.
Copyright:
Copyright 2008 Elsevier B.V., All rights reserved.
PY - 2008/12
Y1 - 2008/12
N2 - In this paper a general model for the analysis of concrete as multiphase porous material, based on the so-called Hybrid Mixture Theory, is presented. The development of the model equations, taking into account both bulk phases and interfaces of the multiphase system is described, starting from the microscopic scale. An exploration of the second law of thermodynamics is also presented: it allows defining several quantities used in the model, like capillary pressure, disjoining pressure or effective stress, and to obtain some thermodynamic restrictions imposed on the evolution equations describing the material deterioration. Then, two specific forms of the general model adapted to the case of concrete at early ages and beyond and to the case of concrete structures under fire are shown. Some numerical simulations aimed to prove the validity of the approach adopted also are presented and discussed.
AB - In this paper a general model for the analysis of concrete as multiphase porous material, based on the so-called Hybrid Mixture Theory, is presented. The development of the model equations, taking into account both bulk phases and interfaces of the multiphase system is described, starting from the microscopic scale. An exploration of the second law of thermodynamics is also presented: it allows defining several quantities used in the model, like capillary pressure, disjoining pressure or effective stress, and to obtain some thermodynamic restrictions imposed on the evolution equations describing the material deterioration. Then, two specific forms of the general model adapted to the case of concrete at early ages and beyond and to the case of concrete structures under fire are shown. Some numerical simulations aimed to prove the validity of the approach adopted also are presented and discussed.
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U2 - 10.1007/s00707-008-0065-z
DO - 10.1007/s00707-008-0065-z
M3 - Article
AN - SCOPUS:56749183681
SN - 0001-5970
VL - 201
SP - 313
EP - 339
JO - Acta Mechanica
JF - Acta Mechanica
IS - 1-4
ER -