Trends in Continuum Mechanics of Porous Media - nieuw boek

EAN (ISBN-13): 9781402031441
ISBN (ISBN-10): 1402031440
Verschijningsjaar: 2006
Uitgever: Springer-Verlag
282 Bladzijden
Taal: eng/Englisch

Boek bevindt zich in het datenbestand sinds 2008-07-01T22:37:56+02:00 (Amsterdam)
Detailpagina laatst gewijzigd op 2022-05-01T14:16:28+02:00 (Amsterdam)
ISBN/EAN: 9781402031441

ISBN - alternatieve schrijfwijzen:
1-4020-3144-0, 978-1-4020-3144-1
alternatieve schrijfwijzen en verwante zoekwoorden:
Auteur van het boek: reint boer, reint deb oer
Titel van het boek: transport, porous media, continuum

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Gegevens van de uitgever

Auteur: Reint de Boer
Titel: Theory and Applications of Transport in Porous Media; Trends in Continuum Mechanics of Porous Media
Uitgeverij: Springer; Springer Netherland
282 Bladzijden
Verschijningsjaar: 2005-06-15
Dordrecht; NL
Gedrukt / Gemaakt in
Taal: Engels
96,29 € (DE)
99,00 € (AT)
118,00 CHF (CH)
Available
XII, 282 p.

EA; E107; eBook; Nonbooks, PBS / Geowissenschaften/Sonstiges; Geologie und die Lithosphäre; Verstehen; Finite; Fundament; See; State of the Art; Theory of Porous Media; Trends; equation; mathematics; soil mechanics; theorem; hydrogeology; B; Hydrogeology; Materials Science, general; Hydrology/Water Resources; Geotechnical Engineering & Applied Earth Sciences; Earth Sciences, general; Mathematical Logic and Foundations; Geology; Materials Science; Water; Geotechnical Engineering and Applied Earth Sciences; Earth Sciences; Mathematical Logic and Foundations; Earth and Environmental Science; Materialwissenschaft; Hydrologie und die Hydrosphäre; Geowissenschaften; Mathematik: Logik; Mathematische Grundlagen; BB

Preface. 1. Introduction. 2. Volume Fraction Concept. 3. Kinematics. 1. Basic Relations. 2. Kinematics of Micropolar Constituents. 4. Balance Principles. 1. Balance of Mass. 2. Balance of Momentum and Moment of Momentum. 3. Balance of Energy. 5. Basic inequality (Entropy Principle) 1. Preliminaries. 2. Basic Inequality for Non-Polar Constituents and the Mixture Body. 6. Constitutive theory. 1. Preliminaries. 2. Closure Problems and Constraints. 3. Reformulation of the Entropy Inequality. 4. Exploitation of the Inequality for Ternary and Binary Capillary Porous Models. 5. Elastic Behaviour of the Solid Sceleton a. Finite Theories. b. Linear Theory. c. Other Approaches. 6. Elastic-Plastic Behaviour of the Solid Skeleton a. General Theory. b. Special Stress Strain Relations. 7. Viscous Behaviour of the Solid Skeleton. 8. Thermomechanical Behaviour of Porefluids. a. Inviscid Porefluids. b. Viscous Porefluids. 7. Fundamental Effects in Gas- and Liquid-Filled Porous Solids. 1. Introduction. 2. Basic Equations. 3. Uplift. 4. Friction. 5. Capillarity. a. Basic Relations. b. One-Dimensional Capillary Motion. c. Two-Dimensional Capillary Motion (an Example). 6. Effective Stresses. 7. Phase Transitions. a. Theorethical Foundation. b. Drying Processes. c. Freezing Processes. 8. Poroelasticity. 1. Introduction. 2. The Fundamental Field Equations for Poroelasticity. 3. Main Equations for an Incompressible Binary Model. 4. Basic Solutions for an Incompressible Binary Model. a. Fundamental Solution of the System of Equations of Steady Oscilliations in the Theory of Fluidsaturated Porous Media. b. On the Representations of Solutions in the Theory of Fluidsaturated Porous Media. 5. Wave Propagation. a. Plane Waves in a Semi-Infinite Liquidsaturated Porous medium. b. Propagation of Acceleration Waves in Saturated Porous Solids. c. Growth and Decay of Acceleration Waves. d. Dispersion and Attenuation of Surface Waves in a Saturated Porous Medium. e. Inhomogeneous Plane Waves, Mechanical Energy Flux, and Energy Dissipation in a Two-Phase Porous Medium. f. Propagation and Evolution of Wave Fronts in Saturated Porous Solids. 9. Poroplasticity for Metallic porous Solids. 1. Stress-Strain Realtion a. Rigid Ideal-Plastic Behaviour. b. Elastic-Plastic Behaviour with Hardening. 2. General Theorems for Saturated Porous Solids in the Rigid Ideal-Plastic Range. a. Preliminaries. b. The Uniqueness Theorem for Solutions of Boundary Value Problems. c. Minimum and Maximum Principles for Rigid Ideal-Plastic Behaviour. 10. Applications in Engineering and Biomechanics. 1. Soil Mechanics. a. Consolidation Problem and Localization Phenomena. b. Phase Transitions. c. Dynamics. 2. Chemical Engineering. a. Powder Compaction. b. Drying Processes. 3. Building Physics. a. Transport of Moisture. b. Heat Conduction in a Fluidsaturated Capillary-Porous Solid. 4. Biomechanics. 5. Some other Fields of Application. 11. Conclusions and Outlook. References. Author Index. Subject Index.