Abstract
Some problems in civil engineering require the consideration of interactions between solids and fluids and/or between different physical phenomena, like thermal, hygral or chemical processes, for an appropriate description of the material behaviour and of the structural response. This chapter deals with the current developments of multi-phase models focusing on soils and concrete. The latter materials are characterized by a certain degree of permeability allowing liquid or gaseous phases to enter the pore space and to interact with the surrounding solid phase. Since the resulting interactions between the different phases may have a strong impact on the structural behaviour, they have to be accounted for appropriately in numerical models.
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References
Alonso, E.E, Gens, A., Josa, A.: A constitutive model for partially saturated soils. Géotechnique 40, 405–430 (1990)
Bazant, Z.P., Hauggaard, A., Baweja, S., Ulm, F.: Microprestress-solidification theory for concrete creep. I: aging and drying effects. J. Eng. Mech. (ASCE) 123, 1188–1194 (1997)
Bazant, Z.P., Cusatis, G., Cedolin, L.: Temperature effect on concrete creep modeled by microprestress-solidification theory. J. Eng. Mech. (ASCE) 130, 691–699 (2004)
Beushausen, H.: Failure mechanisms and tensile relaxation of bonded concrete overlays subjected to differential shrinkage. Cement Concrete Res. 36, 1908–1914 (2006)
Bucio, M.B.: Estudio experimental del comportamiento hidro-mecanico de suelos colapsables. Ph.D thesis, Universitat Politecnica de Catalunya (2002)
Cervera, M., Olivier, J., Prato, T.: A thermo-chemo-mechanical model for concrete. I: hydration and aging. J. Eng. Mech. (ASCE) 125, 1018–1027 (1999)
De Borst, R., Groen, A.E.: Computational strategies for standard soil plasticity models. In: Zaman, M., Booker, J. (eds.) GiodaModeling in Geomechanics, pp. 23–50. Wiley, Chichester (2000)
Di Maggio, F.L., Sandler, I.S.: Material model for granular soils. J. Eng. Mech. Div. (ASCE) 97, 935–950 (1971)
Dolarevic, S., Ibrahimbegovic, A.: A modified three-surface elasto-plastic cap model and its numerical implementation. Comput. Struct. 85, 419–430 (2007)
Ehlers, W.: A single-surface yield function for geomaterials. Arch. Appl. Mech. 65, 246–259 (1995)
Ehlers, W., Graf, T., Ammann, M.: Deformation and localization analysis of partially saturated soil. Comput. Methods Appl. Mech. Eng. 193, 2885–2910 (2004)
Gamnitzer, P., Hofstetter, G.: A cap model for soils featuring a smooth transition from partially to fully saturated state. Proc. Appl. Math. Mech. 13, 169–170 (2013)
Gamnitzer, P., Hofstetter, G.: An improved cap model for partially saturated soils. In: ASCE Conference Proceedings of the Biot Conference on Poromechanics V, pp. 569–578, Vienna (2013)
Gawin, D., Majorana, C.E., Schrefler, B.A.: Numerical analysis of hygro-thermal behaviour and damage of concrete at high temperature. Mech. Cohesive Frictional Mater. 4, 37–74 (1999)
Gawin, D., Pesavento, F., Schrefler, B.A.: Hygro-thermo-chemo-mechanical modelling of concrete at early ages and beyond. Part I: hydration and hygro-thermal phenomena. Int. J. Numerical Methods Eng. 67, 299–331(2006)
Gawin, D., Pesavento, F., Schrefler, B.A.: Hygro-thermo-chemo-mechanical modelling of concrete at early ages and beyond. Part II: shrinkage and creep of concrete. Int. J. Numerical Methods Eng. 67, 332–363 (2006)
Hochgürtel, T.: Numerische Untersuchungen zur Beurteilung der Standsicherheit der Ortsbrust beim Einsatz von Druckluft zur Wasserhaltung im schildvorgetriebenen Tunnelbau. Dissertation, RWTH Aachen (1998)
Kohler, R., Hofstetter, G.: A cap model for partially saturated soils. Int. J. Numerical Anal. Methods Geomech. 32, 981–1004 (2008)
Lewis, R.D., Schrefler, B.A.: The Finite Element Method in the Static and Dynamic Deformation and Consolidation of Porous Media. Wiley, New York (1998)
Macari, E.J., Hoyos, L.R., Arduino, P.: Constitutive modeling of unsaturated soil behavior under axisymmetric stress states using a stress/suction-controlled cubical test cell. Int. J. Plast. 19, 1481–1515 (2003)
ÖNORM EN 1992-1-1: Eurocode 2: Design of Concrete Structures - Part 1-1: General Rules and Rules for Buildings. Austrian Standards Institute, Vienna (2011)
Parker, J.C. Multiphase flow and transport in porous media. Rev. Geophys. 27, 311–328 (1989)
Pertl, M.: Grundlagen, Implementierung und Anwendung eines Drei-Phasen Modells für Böden. Dissertation, Universität Innsbruck (2010)
Schrefler, B.A.: Mechanics and thermodynamics of saturated/unsaturated porous materials and quantitative solutions. Appl. Mech. Rev. 55, 351–388 (2002)
Theiner, Y., Hofstetter, G.: Evaluation of the effects of drying shrinkage on the behaviour of concrete structures strengthened by overlays. Cement Concrete Res. 42, 1286–1297 (2012)
Valentini, B., Theiner, Y., Aschaber, M., Lehar, H., Hofstetter, G.: Single-phase and multi-phase modeling of concrete structures. Eng. Struct. 47, 25–34 (2013)
Van Genuchten, M.T.: A closed-form equation for predicting the hydraulic conductivity of unsaturated soils. Soil Sci. Soc. Am. J. 44, 892–898 (1980)
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Gamnitzer, P., Aschaber, M., Hofstetter, G. (2014). Multi-Phase Models in Civil Engineering. In: Hofstetter, G. (eds) Computational Engineering. Springer, Cham. https://doi.org/10.1007/978-3-319-05933-4_5
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DOI: https://doi.org/10.1007/978-3-319-05933-4_5
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