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07002cam a2200457Ii 4500 |
| 001 - NÚMERO DE CONTROL |
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95269 |
| 003 - IDENTIFICADOR DEL NÚMERO DE CONTROL |
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ES-MaUEC |
| 005 - FECHA Y HORA DE LA ÚLTIMA TRANSACCIÓN |
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20230102112655.0 |
| 006 - CÓDIGOS DE INFORMACIÓN DE LONGITUD FIJA--CARACTERÍSTICAS DEL MATERIAL ADICIONAL |
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| 007 - CAMPO FIJO DE DESCRIPCIÓN FÍSICA--INFORMACIÓN GENERAL |
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cr cnu|||unuuu |
| 008 - DATOS DE LONGITUD FIJA--INFORMACIÓN GENERAL |
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| campo de control de longitud fija |
170126s2017 si ob 000 0 eng d |
| 020 ## - NÚMERO INTERNACIONAL ESTÁNDAR DEL LIBRO |
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| Número Internacional Estándar del Libro |
9789811034527 |
| Información calificativa |
(electronic bk.) |
| 020 ## - NÚMERO INTERNACIONAL ESTÁNDAR DEL LIBRO |
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| Número Internacional Estándar del Libro |
9811034524 |
| Información calificativa |
(electronic bk.) |
| 020 ## - NÚMERO INTERNACIONAL ESTÁNDAR DEL LIBRO |
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| ISBN cancelado o inválido |
9789811034510 |
| Información calificativa |
(print) |
| 020 ## - NÚMERO INTERNACIONAL ESTÁNDAR DEL LIBRO |
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| ISBN cancelado o inválido |
9811034516 |
| 035 ## - NÚMERO DE CONTROL DEL SISTEMA |
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| Número de control de sistema |
(OCoLC)970041862 |
| Número de control cancelado/no válido |
(OCoLC)970382882 |
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(OCoLC)970619646 |
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(OCoLC)970785222 |
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(OCoLC)971040513 |
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(OCoLC)971067639 |
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(OCoLC)971229970 |
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(OCoLC)971335690 |
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(OCoLC)974651541 |
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(OCoLC)981776623 |
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(OCoLC)1005794429 |
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(OCoLC)1011848524 |
| 040 ## - FUENTE DE LA CATALOGACIÓN |
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ES-MaUEC |
| Lengua de catalogación |
spa |
| 050 #4 - SIGNATURA TOPOGRÁFICA DE LA BIBLIOTECA DEL CONGRESO |
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| Número de clasificación |
QA808.2 |
| Número de documento/Ítem |
S477 2017 EB |
| 100 1# - ENTRADA PRINCIPAL--NOMBRE DE PERSONA |
|---|
| Nombre de persona |
Serpieri, Roberto, |
| Término indicativo de función/relación |
autor |
| 245 10 - MENCIÓN DE TÍTULO |
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| Título |
Variational continuum multiphase poroelasticity : |
| Resto del título |
theory and applications |
| Mención de responsabilidad, etc. |
Roberto Serpieri, Francesco Travascio. |
| 264 #1 - PRODUCCIÓN, PUBLICACIÓN, DISTRIBUCIÓN, FABRICACIÓN Y COPYRIGHT |
|---|
| Producción, publicación, distribución, fabricación y copyright |
Singapore |
| Nombre del de productor, editor, distribuidor, fabricante |
Springer |
| Fecha de producción, publicación, distribución, fabricación o copyright |
2017 |
| 300 ## - DESCRIPCIÓN FÍSICA |
|---|
| Extensión |
1 recurso en línea |
| 336 ## - TIPO DE CONTENIDO |
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| Término de tipo de contenido |
Texto |
| Código de tipo de contenido |
txt |
| Fuente |
rdacontent |
| 337 ## - TIPO DE MEDIO |
|---|
| Nombre/término del tipo de medio |
electrónico |
| Código del tipo de medio |
c |
| Fuente |
rdamedia |
| 338 ## - TIPO DE SOPORTE |
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| Nombre/término del tipo de soporte |
recurso electrónico |
| Código del tipo de soporte |
cr |
| Fuente |
rdacarrier |
| 347 ## - CARACTERÍSTICAS DEL ARCHIVO DIGITAL |
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| Tipo de archivo |
text file |
| Formato de codificación |
PDF |
| Fuente |
rda |
| 490 0# - MENCIÓN DE SERIE |
|---|
| Mención de serie |
Advanced structured materials |
| Número Internacional Normalizado para Publicaciones Seriadas |
1869-8433 |
| Designación de volumen o secuencia |
volume 67 |
| 500 ## - NOTA GENERAL |
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| Nota general |
SpringerLink |
| -- |
Springer Engineering eBooks 2017 English+International |
| 504 ## - NOTA DE BIBLIOGRAFÍA, ETC. |
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| Nota de bibliografía, etc. |
Incluye referencias bibliográficas |
| 505 0# - NOTA DE CONTENIDO CON FORMATO |
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| Nota de contenido con formato |
Foreword; Preface; Contents; 1 Variational Multi-phase Continuum Theories of Poroelasticity: A Short Retrospective; 1.1 Introduction; 1.2 Variational Theories from the 70s to the 80s; 1.2.1 Cowin's Theory; 1.2.2 Mindlin's Variational Single-Phase Theory; 1.2.3 The Variational Theory of Immiscible and Structured Mixtures by Bedford and Drumheller; 1.3 Most Recent Theories; 1.3.1 Variational Theories by Lopatnikov and Co-workers; 1.3.2 Variational Higher Gradient Theories by dell'Isola and Co-workers; 1.4 Conclusions; References. |
| 505 8# - NOTA DE CONTENIDO CON FORMATO |
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| Nota de contenido con formato |
2 Variational Macroscopic Two-Phase Poroelasticity. Derivation of General Medium-Independent Equations and Stress Partitioning Laws2.1 Introduction; 2.2 Variational Formulation; 2.2.1 Basic Configuration Descriptors; 2.2.2 Variational Formulation; 2.2.3 Integral Equations; 2.2.4 Strong Form Equations; 2.2.5 Additional Solid-Fluid Interaction; 2.2.6 The Kinematically-Linear Medium-Independent Problem; 2.2.7 Equations for Static and Quasi-static Problems; 2.3 Discussion and Conclusions; References; 3 The Linear Isotropic Variational Theory and the Recovery of Biot's Equations; 3.1 Introduction. |
| 505 8# - NOTA DE CONTENIDO CON FORMATO |
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| Nota de contenido con formato |
3.2 Two-Phase Medium-Independent Variational Equations for Infinitesimal Perturbations; 3.3 Linear Elastic Isotropic Constitutive Theory with Volumetric-Deviatoric Uncoupling; 3.4 Governing PDEs for the Isotropic Linear Problem; 3.4.1 baru(s)-baru(f) Hyperbolic PDEs with Inertial Terms; 3.4.2 Analysis of Wave Propagation; 3.4.3 PDE for Static and Quasi-static Interaction; 3.5 Bounds and Estimates of Elastic Moduli; 3.5.1 Basic Application of CSA; 3.5.2 Application of CSA to the Extrinsic/Intrinsic Description; 3.6 The Limit of Vanishing Porosity; 3.7 Comparison with Biot's Theory and Concluding Remarks; References. |
| 505 8# - NOTA DE CONTENIDO CON FORMATO |
|---|
| Nota de contenido con formato |
4 Stress Partitioning in Two-Phase Media: Experiments and Remarks on Terzaghi's Principle4.1 Introduction; 4.2 Boundary Conditions with Unilateral Contact; 4.3 Kinematic and Static Characterization of Undrained Flow Conditions; 4.3.1 Static Characterization of Undrained Flow; 4.4 Stress Partitioning in Ideal Compression Tests; 4.4.1 Ideal Jacketed Drained Test; 4.4.2 Ideal Unjacketed Test; 4.4.3 Ideal Jacketed Undrained Test; 4.4.4 Creep Test with Controlled Pressure; 4.5 Analysis of Nur and Byerlee Experiments; 4.5.1 Determination of bare(s); 4.5.2 Estimates of (s). |
| 505 8# - NOTA DE CONTENIDO CON FORMATO |
|---|
| Nota de contenido con formato |
4.6 Domain of Validity of Terzaghi's Principle According to VMTPM4.6.1 Recovery of Terzaghi's Law for Cohesionless Frictional Granular Materials; 4.6.2 Extensibility of Terzaghi's Effective Stress and Terzaghi's Principle Beyond Cohesionless Granular Materials; 4.7 Discussions and Conclusions; References; 5 Analysis of the Quasi-static Consolidation Problem of a Compressible Porous Medium; 5.1 Introduction; 5.2 Theoretical Background; 5.2.1 Dimensionless Analysis; 5.2.2 Semi-analytical Solution of the Stress-Relaxation Problem; 5.2.3 Numerical Solutions; 5.3 Discussion and Conclusions. |
| 520 3# - SUMARIO, ETC. |
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| Sumario, etc. |
This book collects the theoretical derivation of a recently presented general variational macroscopic continuum theory of multiphase poroelasticity (VMTPM), together with its applications to consolidation and stress partitioning problems of interest in several applicative engineering contexts, such as in geomechanics and biomechanics. The theory is derived based on a purely-variational deduction, rooted in the least-Action principle, by considering a minimal set of kinematic descriptors. The treatment herein considered keeps a specific focus on the derivation of most general medium-independent governing equations. It is shown that VMTPM recovers paradigms of consolidated use in multiphase poroelasticity such as Terzaghi's stress partitioning principle and Biot's equations for wave propagation. In particular, the variational treatment permits the derivation of a general medium-independent stress partitioning law, and the proposed variational theory predicts that the external stress, the fluid pressure, and the stress tensor work-associated with the macroscopic strain of the solid phase are partitioned according to a relation which, from a formal point of view, turns out to be strictly compliant with Terzaghi's law, irrespective of the microstructural and constitutive features of a given medium. Moreover, it is shown that some experimental observations on saturated sandstones, generally considered as proof of deviations from Terzaghi's law, are ordinarily predicted by VMTPM. As a peculiar prediction of VMTPM, the book shows that the phenomenon of compression-induced liquefaction experimentally observed in cohesionless mixtures can be obtained as a natural implication of this theory by a purely rational deduction. A characterization of the phenomenon of crack closure in fractured media is also inferred in terms of macroscopic strain and stress paths. Altogether the results reported in this monograph exemplify the capability of VMTPM to describe and predict a large class of linear and nonlinear mechanical behaviors observed in two-phase saturated materials. |
| 988 ## - NOTA LOCAL 598 |
|---|
| Nota local 598 (boletines) |
EBOOK, asignarmaterias, EBSPRINGER_2017B |
| 650 #7 - PUNTO DE ACCESO ADICIONAL DE MATERIA--TÉRMINO DE MATERIA |
|---|
| Término de materia o nombre geográfico como elemento de entrada |
Mecánica de medios continuos |
| Fuente del encabezamiento o término |
embne |
| Número de control del registro de autoridad o número normalizado |
(OCoLC)fst00876787 |
| -- |
|
| 9 (RLIN) |
142188 |
| 700 1# - PUNTO DE ACCESO ADICIONAL--NOMBRE DE PERSONA |
|---|
| Nombre de persona |
Travascio, Francesco, |
| Término indicativo de función/relación |
autor |
| 856 40 - LOCALIZACIÓN Y ACCESO ELECTRÓNICOS |
|---|
| Identificador Uniforme del Recurso |
https://go.openathens.net/redirector/universidadeuropea.es?url=http://link.springer.com/10.1007/978-981-10-3452-7 |
| Nota pública |
Acceso a este recurso digital (usuarios Universidad Europea de Madrid) |
| 998 ## - DATOS ESTADÍSTICOS |
|---|
| Fecha de catalogación |
02/2018 |
| Tipo de materia |
E-book |
| Catalogador |
|
| Catalogado |
Sí |
| 999 ## - NÚMEROS DE CONTROL DE SISTEMA (KOHA) |
|---|
| -- |
1 |