Info
- Utilizzare la checkbox di selezione a fianco di ciascun documento per attivare le funzionalità di stampa, invio email, download nei formati disponibili del (i) record.
Damage mechanics of cementitious materials and structures [[electronic resource] /] / edited by Gilles Pijaudier-Cabot, Frédéric Dufour
| Damage mechanics of cementitious materials and structures [[electronic resource] /] / edited by Gilles Pijaudier-Cabot, Frédéric Dufour |
| Pubbl/distr/stampa | London, : ISTE |
| Descrizione fisica | 1 online resource (271 p.) |
| Disciplina | 620.1/36 |
| Altri autori (Persone) |
Pijaudier-CabotGilles
DufourFrederic |
| Collana | ISTE |
| Soggetto topico |
Concrete - Deterioration
Fracture mechanics |
| ISBN |
1-118-56208-9
1-118-56622-X 1-118-56629-7 1-299-18896-6 |
| Formato | Materiale a stampa  |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Cover; Damage Mechanics of Cementitious Materials and Structures; Title Page; Copyright Page; Table of Contents; Preface; Chapter 1. Bottom-Up: From Atoms to Concrete Structures; 1.1. Introduction; 1.2. A realistic molecular model for calcium-silicate hydrates; 1.2.1. Background; 1.2.2. Molecular properties of C-S-H; 1.2.3. From molecular properties to C-S-H microtexture; 1.3. Probing C-S-H microtexture by nanoindentation; 1.3.1. Does particle shape matter?; 1.3.2. Implementation for back analysis of packing density distributions
1.3.3. Functionalized properties: nanogranular origin of concrete creep1.4. Conclusions; 1.5. Bibliography; Chapter 2. Poromechanics of Saturated Isotropic Nanoporous Materials; 2.1. Introduction; 2.2. Results from molecular simulations; 2.3. Poromechanical model; 2.3.1. Nomenclature and definitions; 2.3.2. Effective pore pressure; 2.3.3. Thermodynamical equilibrium condition; 2.3.4. Constitutive equation of the effective pore pressure; 2.3.5. Effect on the volumetric strain; 2.3.6. Effect on the permeability; 2.4. Adsorption-induced swelling and permeability change in nanoporous materials 2.4.1. Comparison with data by Day et al. 2.4.2. Comparison with data by Ottiger et al.; 2.4.3. Variation of effective permeability; 2.5. Discussion - interaction energy and entropy; 2.6. Conclusions; 2.7. Acknowledgments; 2.8. Bibliography; Chapter 3. Stress-based Non-local Damage Model; 3.1. Introduction; 3.2. Non-local damage models; 3.2.1. Continuum damage theory; 3.2.2. Original integral non-local approach; 3.2.3. Non-local integral method based on stress state; 3.2.4. Numerical implementation; 3.3. Initiation of failure; 3.4. Bar under traction; 3.4.1. Global behavior 3.4.2. Mechanical quantities in the FPZ3.4.3. Crack opening estimation; 3.5. Description of the cracking evolution in a 3PBT of a concrete notched beam; 3.5.1. Global behavior; 3.5.2. Cracking analysis; 3.6. Conclusions; 3.7. Acknowledgments; 3.8. Bibliography; Chapter 4. Discretization of Higher Order Gradient Damage Models Using Isogeometric Finite Elements; 4.1. Introduction; 4.2. Isotropic damage formulation; 4.2.1. Constitutive modeling; 4.2.2. Implicit gradient damage formulation; 4.3. Isogeometric finite elements; 4.3.1. Univariate B-splines and NURBS 4.3.2. Multivariate B-splines and NURBS 4.3.3. Isogeometric finite-element discretization; 4.4. Numerical simulations; 4.4.1. One-dimensional rod loaded in tension; 4.4.2. Three-point bending beam; 4.5. Conclusions; 4.6. Acknowledgments; 4.7. Bibliography; Chapter 5. Macro and Mesoscale Models to Predict Concrete Failure and Size Effects; 5.1. Introduction; 5.2. Experimental procedure; 5.2.1. Material, specimens and test rig descriptions; 5.2.2. Experimental results; 5.2.3. Size effect analysis; 5.3. Numerical simulations; 5.3.1. Macroscale modeling; 5.3.2. Mesoscale modeling approach 5.3.3. Analysis of three-point bending tests |
| Record Nr. | UNINA-9910138855303321 |
| London, : ISTE | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Damage mechanics of cementitious materials and structures [[electronic resource] /] / edited by Gilles Pijaudier-Cabot, Frédéric Dufour
| Damage mechanics of cementitious materials and structures [[electronic resource] /] / edited by Gilles Pijaudier-Cabot, Frédéric Dufour |
| Edizione | [1st ed.] |
| Pubbl/distr/stampa | London, : ISTE |
| Descrizione fisica | 1 online resource (271 p.) |
| Disciplina | 620.1/36 |
| Altri autori (Persone) |
Pijaudier-CabotGilles
DufourFrederic |
| Collana | ISTE |
| Soggetto topico |
Concrete - Deterioration
Fracture mechanics |
| ISBN |
1-118-56208-9
1-118-56622-X 1-118-56629-7 1-299-18896-6 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Cover; Damage Mechanics of Cementitious Materials and Structures; Title Page; Copyright Page; Table of Contents; Preface; Chapter 1. Bottom-Up: From Atoms to Concrete Structures; 1.1. Introduction; 1.2. A realistic molecular model for calcium-silicate hydrates; 1.2.1. Background; 1.2.2. Molecular properties of C-S-H; 1.2.3. From molecular properties to C-S-H microtexture; 1.3. Probing C-S-H microtexture by nanoindentation; 1.3.1. Does particle shape matter?; 1.3.2. Implementation for back analysis of packing density distributions
1.3.3. Functionalized properties: nanogranular origin of concrete creep1.4. Conclusions; 1.5. Bibliography; Chapter 2. Poromechanics of Saturated Isotropic Nanoporous Materials; 2.1. Introduction; 2.2. Results from molecular simulations; 2.3. Poromechanical model; 2.3.1. Nomenclature and definitions; 2.3.2. Effective pore pressure; 2.3.3. Thermodynamical equilibrium condition; 2.3.4. Constitutive equation of the effective pore pressure; 2.3.5. Effect on the volumetric strain; 2.3.6. Effect on the permeability; 2.4. Adsorption-induced swelling and permeability change in nanoporous materials 2.4.1. Comparison with data by Day et al. 2.4.2. Comparison with data by Ottiger et al.; 2.4.3. Variation of effective permeability; 2.5. Discussion - interaction energy and entropy; 2.6. Conclusions; 2.7. Acknowledgments; 2.8. Bibliography; Chapter 3. Stress-based Non-local Damage Model; 3.1. Introduction; 3.2. Non-local damage models; 3.2.1. Continuum damage theory; 3.2.2. Original integral non-local approach; 3.2.3. Non-local integral method based on stress state; 3.2.4. Numerical implementation; 3.3. Initiation of failure; 3.4. Bar under traction; 3.4.1. Global behavior 3.4.2. Mechanical quantities in the FPZ3.4.3. Crack opening estimation; 3.5. Description of the cracking evolution in a 3PBT of a concrete notched beam; 3.5.1. Global behavior; 3.5.2. Cracking analysis; 3.6. Conclusions; 3.7. Acknowledgments; 3.8. Bibliography; Chapter 4. Discretization of Higher Order Gradient Damage Models Using Isogeometric Finite Elements; 4.1. Introduction; 4.2. Isotropic damage formulation; 4.2.1. Constitutive modeling; 4.2.2. Implicit gradient damage formulation; 4.3. Isogeometric finite elements; 4.3.1. Univariate B-splines and NURBS 4.3.2. Multivariate B-splines and NURBS 4.3.3. Isogeometric finite-element discretization; 4.4. Numerical simulations; 4.4.1. One-dimensional rod loaded in tension; 4.4.2. Three-point bending beam; 4.5. Conclusions; 4.6. Acknowledgments; 4.7. Bibliography; Chapter 5. Macro and Mesoscale Models to Predict Concrete Failure and Size Effects; 5.1. Introduction; 5.2. Experimental procedure; 5.2.1. Material, specimens and test rig descriptions; 5.2.2. Experimental results; 5.2.3. Size effect analysis; 5.3. Numerical simulations; 5.3.1. Macroscale modeling; 5.3.2. Mesoscale modeling approach 5.3.3. Analysis of three-point bending tests |
| Record Nr. | UNINA-9910815239503321 |
| London, : ISTE | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Design and construction of bioclimatic wooden greenhouses 1 . Volume 1 Preliminary design / / Gian Luca Brunetti ; series editor Gilles Pijaudier-Cabot
| Design and construction of bioclimatic wooden greenhouses 1 . Volume 1 Preliminary design / / Gian Luca Brunetti ; series editor Gilles Pijaudier-Cabot |
| Autore | Brunetti Gian Luca |
| Pubbl/distr/stampa | Hoboken, New Jersey : , : ISTE Ltd : , : John Wiley & Sons Inc, , [2022] |
| Descrizione fisica | 1 online resource (371 pages) |
| Disciplina | 635.9823 |
| Soggetto topico |
Greenhouses - Design and construction
Greenhouses Greenhouses - Environmental engineering |
| ISBN |
1-394-19210-X
1-394-19208-8 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Record Nr. | UNINA-9910830707603321 |
Brunetti Gian Luca
|
||
| Hoboken, New Jersey : , : ISTE Ltd : , : John Wiley & Sons Inc, , [2022] | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Electrohydraulic fracturing of rocks / / Gilles Pijaudier-Cabot [and six others]
| Electrohydraulic fracturing of rocks / / Gilles Pijaudier-Cabot [and six others] |
| Autore | Pijaudier-Cabot Gilles |
| Pubbl/distr/stampa | London, England ; ; Hoboken, New Jersey : , : iSTE : , : Wiley, , 2016 |
| Descrizione fisica | 1 online resource (97 p.) |
| Disciplina | 622.3381 |
| Collana | Focus Series |
| Soggetto topico |
Hydraulic fracturing
Gas well drilling |
| Soggetto genere / forma | Electronic books. |
| ISBN |
1-119-03554-6
1-119-00528-0 1-119-03552-X |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Table of Contents; Title; Copyright; Preface; Introduction; I.1. Context; I.2. Principle of the technique and illustrative experiments; 1 Experiments in a Representative Environment; 1.1. Mechanical set-up; 1.2. Pulsed arc electric generator; 1.3 Material properties; 1.4. Measurements of radial permeability; 1.5. X-ray tomography; 1.6. Results on model materials; 1.7. Summary of the results on sandstone; 1.8. Discussion; 2 Computational Modeling of the Process: Principles; 2.1. Pressure generated by the pulsed arc electrical discharge; 2.2. Mechanical modeling of rocks under dynamic loads
2.3. Coupled effects between damage and permeability2.4. Summary and conclusions; 3 Validation of the Computational Model; 3.1. Simulation of the experiments in uniaxial compression; 3.2. Confined tests on hollow cylinders; 3.3. Isotropic versus anisotropic permeability; 3.4. Conclusions; 4 Computations on Representative Reservoir Geometries; 4.1. Effect of repeated shocks; 4.2. Simulation on a typical reservoir geometry; 4.3. Optimization of the process; Concluding Remarks and Future Outlook; Bibliography; Index; End User License Agreement |
| Record Nr. | UNINA-9910136254603321 |
|
Pijaudier-Cabot Gilles
|
||
| London, England ; ; Hoboken, New Jersey : , : iSTE : , : Wiley, , 2016 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Electrohydraulic fracturing of rocks / / Gilles Pijaudier-Cabot [and six others]
| Electrohydraulic fracturing of rocks / / Gilles Pijaudier-Cabot [and six others] |
| Autore | Pijaudier-Cabot Gilles |
| Pubbl/distr/stampa | London, England ; ; Hoboken, New Jersey : , : iSTE : , : Wiley, , 2016 |
| Descrizione fisica | 1 online resource (97 p.) |
| Disciplina | 622.3381 |
| Collana | Focus Series |
| Soggetto topico |
Hydraulic fracturing
Gas well drilling |
| ISBN |
1-119-03554-6
1-119-00528-0 1-119-03552-X |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto |
Table of Contents; Title; Copyright; Preface; Introduction; I.1. Context; I.2. Principle of the technique and illustrative experiments; 1 Experiments in a Representative Environment; 1.1. Mechanical set-up; 1.2. Pulsed arc electric generator; 1.3 Material properties; 1.4. Measurements of radial permeability; 1.5. X-ray tomography; 1.6. Results on model materials; 1.7. Summary of the results on sandstone; 1.8. Discussion; 2 Computational Modeling of the Process: Principles; 2.1. Pressure generated by the pulsed arc electrical discharge; 2.2. Mechanical modeling of rocks under dynamic loads
2.3. Coupled effects between damage and permeability2.4. Summary and conclusions; 3 Validation of the Computational Model; 3.1. Simulation of the experiments in uniaxial compression; 3.2. Confined tests on hollow cylinders; 3.3. Isotropic versus anisotropic permeability; 3.4. Conclusions; 4 Computations on Representative Reservoir Geometries; 4.1. Effect of repeated shocks; 4.2. Simulation on a typical reservoir geometry; 4.3. Optimization of the process; Concluding Remarks and Future Outlook; Bibliography; Index; End User License Agreement |
| Record Nr. | UNINA-9910830782903321 |
|
Pijaudier-Cabot Gilles
|
||
| London, England ; ; Hoboken, New Jersey : , : iSTE : , : Wiley, , 2016 | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Geomechanics in CO2 storage facilities [[electronic resource] /] / edited by Gilles Pijaudier-Cabot, Jean-Michel Pereira
| Geomechanics in CO2 storage facilities [[electronic resource] /] / edited by Gilles Pijaudier-Cabot, Jean-Michel Pereira |
| Pubbl/distr/stampa | London, : ISTE |
| Descrizione fisica | 1 online resource (248 p.) |
| Disciplina |
363.738746
531 |
| Altri autori (Persone) |
Pijaudier-CabotGilles
PereiraJean-Michel |
| Collana | Civil engineering and geomechanics series |
| Soggetto topico | Geological carbon sequestration |
| ISBN |
1-118-57745-0
1-118-57742-6 1-299-14629-5 1-118-57708-6 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto | pt. 1. Transport processes -- pt. 2. Fracture, deformation and coupled effects -- pt. 3. Aging and integrity. |
| Record Nr. | UNINA-9910141512603321 |
| London, : ISTE | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Geomechanics in CO2 storage facilities [[electronic resource] /] / edited by Gilles Pijaudier-Cabot, Jean-Michel Pereira
| Geomechanics in CO2 storage facilities [[electronic resource] /] / edited by Gilles Pijaudier-Cabot, Jean-Michel Pereira |
| Edizione | [1st ed.] |
| Pubbl/distr/stampa | London, : ISTE |
| Descrizione fisica | 1 online resource (248 p.) |
| Disciplina |
363.738746
531 |
| Altri autori (Persone) |
Pijaudier-CabotGilles
PereiraJean-Michel |
| Collana | Civil engineering and geomechanics series |
| Soggetto topico | Geological carbon sequestration |
| ISBN |
1-118-57745-0
1-118-57742-6 1-299-14629-5 1-118-57708-6 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto | pt. 1. Transport processes -- pt. 2. Fracture, deformation and coupled effects -- pt. 3. Aging and integrity. |
| Record Nr. | UNINA-9910806108703321 |
| London, : ISTE | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Mechanical behavior of concrete [[electronic resource] /] / edited by Jean-Michel Torrenti, Gilles Pijaudier-Cabot, Jean-Marie Reynouard
| Mechanical behavior of concrete [[electronic resource] /] / edited by Jean-Michel Torrenti, Gilles Pijaudier-Cabot, Jean-Marie Reynouard |
| Pubbl/distr/stampa | London, U.K., : ISTE |
| Descrizione fisica | 1 online resource (433 p.) |
| Disciplina |
620.136
624.1/834 |
| Altri autori (Persone) |
TorrentiJean-Michel
ReynouardJean-Marie Pijaudier-CabotGilles |
| Collana | ISTE |
| Soggetto topico |
Concrete - Analysis
Concrete - Curing |
| Soggetto genere / forma | Electronic books. |
| ISBN |
1-118-55758-1
1-118-62230-8 1-299-31563-1 1-118-62235-9 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto | pt. 1. Instantaneous or time-independent models for concrete -- pt. 2. Concrete under cyclic and dynamic loading -- pt. 3. Time-dependent response of concrete. |
| Record Nr. | UNINA-9910139241003321 |
| London, U.K., : ISTE | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Mechanical behavior of concrete [[electronic resource] /] / edited by Jean-Michel Torrenti, Gilles Pijaudier-Cabot, Jean-Marie Reynouard
| Mechanical behavior of concrete [[electronic resource] /] / edited by Jean-Michel Torrenti, Gilles Pijaudier-Cabot, Jean-Marie Reynouard |
| Pubbl/distr/stampa | London, U.K., : ISTE |
| Descrizione fisica | 1 online resource (433 p.) |
| Disciplina |
620.136
624.1/834 |
| Altri autori (Persone) |
TorrentiJean-Michel
ReynouardJean-Marie Pijaudier-CabotGilles |
| Collana | ISTE |
| Soggetto topico |
Concrete - Analysis
Concrete - Curing |
| ISBN |
1-118-55758-1
1-118-62230-8 1-299-31563-1 1-118-62235-9 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto | pt. 1. Instantaneous or time-independent models for concrete -- pt. 2. Concrete under cyclic and dynamic loading -- pt. 3. Time-dependent response of concrete. |
| Record Nr. | UNINA-9910831161703321 |
| London, U.K., : ISTE | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
Mechanical behavior of concrete [[electronic resource] /] / edited by Jean-Michel Torrenti, Gilles Pijaudier-Cabot, Jean-Marie Reynouard
| Mechanical behavior of concrete [[electronic resource] /] / edited by Jean-Michel Torrenti, Gilles Pijaudier-Cabot, Jean-Marie Reynouard |
| Pubbl/distr/stampa | London, U.K., : ISTE |
| Descrizione fisica | 1 online resource (433 p.) |
| Disciplina |
620.136
624.1/834 |
| Altri autori (Persone) |
TorrentiJean-Michel
ReynouardJean-Marie Pijaudier-CabotGilles |
| Collana | ISTE |
| Soggetto topico |
Concrete - Analysis
Concrete - Curing |
| ISBN |
1-118-55758-1
1-118-62230-8 1-299-31563-1 1-118-62235-9 |
| Formato | Materiale a stampa |
| Livello bibliografico | Monografia |
| Lingua di pubblicazione | eng |
| Nota di contenuto | pt. 1. Instantaneous or time-independent models for concrete -- pt. 2. Concrete under cyclic and dynamic loading -- pt. 3. Time-dependent response of concrete. |
| Record Nr. | UNINA-9910841364303321 |
| London, U.K., : ISTE | ||
| Materiale a stampa | ||
| Lo trovi qui: Univ. Federico II | ||
| ||
