Mechanics and thermodynamics of saturated/unsaturated porous materials and quantitative solutions*
By Bernhard A. Schrefler. 2002
197 citations recorded by the source corpus.
Subfields: Civil and Structural Engineering
View Paper: https://www.semanticscholar.org/paper/55ec595f5442ce413d2cb87425eac890e3f79e4b
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In Civil and Structural Engineering
Citations in the corpus
- Towards prediction of the thermal spalling risk through a multi-phase porous media model of concrete (2006, methodology): “From this approach one obtains at equilibrium state the following simplified form of the capillary pressure [31]:”
- Enhancing the Bolzon–Schrefler–Zienkiewicz Constitutive Model for Partially Saturated Soil (2006, background): “The Helmholtz free energy is defined in Schrefler (2002) for the phases and interfaces that compose the porous material.”
- Hygro‐thermo‐chemo‐mechanical modelling of concrete at early ages and beyond. Part I: hydration and hygro‐thermal phenomena (2006, methodology): “One should remember that the gas phase is an ideal binary gas mixture of dry air and water vapour, hence for the diffusive mass fluxes the following holds [15, 26]: J d = nSg gwugw= − J d = − nSg gauga (5)”
- Hygro‐thermo‐chemo‐mechanical modelling of concrete at early ages and beyond. Part II: shrinkage and creep of concrete (2006, methodology): “For this case the relation for the equilibrium capillary pressure [8, 9], can be written as pg − pw ≡ pc = f − swgJ w wg (10) Thus the pressure difference between the fluid phases is due to curvature of the interface and the disjoining pressure, which is important for thin films.”
- Advanced computational modelling for drying processes – A review (2014, background): “Models of multiphase transport in porous media which include hygro-mechanical deformation are usually existing models for heat and mass transfer (without deformation, see section 3) which are simply extended to include shrinkage [60,66,67,162,163].”
- Modelling of hygro-thermal behaviour of concrete at high temperature with thermo-chemical and mechanical material degradation (2003, methodology): “The model equations are obtained by means of the hybrid mixture theory (HMT) originally proposed by Hassanizadeh and Gray [25–27] and then applied for geomaterials in general by Lewis and Schrefler [30] and Schrefler [42], and for building materials by Gawin [14].”
- Multiphase flow in deforming porous material (2004, methodology): “As far as the constitutive relationships are concerned, limits to their form are obtained by systematic exploitation of the entropy inequality, following the procedure of Coleman and Noll ∗Correspondence to: B. A. Schrefler, Department of Structural and Transportation Engineering, Università degli S”