{"product_id":"dynamic-damage-and-fragmentation-hardback-9781786304087","title":"Dynamic Damage and Fragmentation (Hardback) 9781786304087","description":"\u003cfont face=\"Georgia\"\u003e\r\n\u003cp\u003e\u003cfont size=\"6\"\u003eDynamic Damage and Fragmentation\u003c\/font\u003e\u003cbr\u003e\r\n\r\n\r\n\r\n\r\n\r\n\u003c\/p\u003e\n\u003cp\u003e\u003cfont size=\"4\"\u003eDavid Edward Lambert (Edited by), D Lambert (Author), Crystal L. Pasiliao (Edited by), Benjamin Erzar (Edited by), Benoit Revil-Baudard (Edited by), Oana Cazacu (Edited by)\u003c\/font\u003e\u003c\/p\u003e\r\n\r\n\u003cp\u003e\u003cfont size=\"3\"\u003e9781786304087, Wiley\u003c\/font\u003e\u003c\/p\u003e\r\n\r\n\u003cp\u003e\u003cfont size=\"3\"\u003eHardback, published 11 January 2019\u003c\/font\u003e\u003c\/p\u003e\r\n\r\n\u003cp\u003e\u003cfont size=\"3\"\u003e464 pages\u003cbr\u003e23.6 x 15.8 x 3 cm, 0.816 kg\u003c\/font\u003e\u003c\/p\u003e\r\n\r\n\r\n\r\n\r\n\r\n\u003cp align=\"justify\"\u003e\u003cstrong\u003e\u003cfont size=\"3\"\u003e\u003cp\u003eEngineering structures may be subjected to extreme high-rate loading conditions, like those associated with natural disasters (earthquakes, tsunamis, rock falls, etc.) or those of anthropic origin (impacts, fluid–structure interactions, shock wave transmissions, etc.). Characterization and modeling of the mechanical behavior of materials under these environments is important in predicting the response of structures and improving designs.\u003cbr\u003e \u003cbr\u003e This book gathers contributions by eminent researchers in academia and government research laboratories on the latest advances in the understanding of the dynamic process of damage, cracking and fragmentation. It allows the reader to develop an understanding of the key features of the dynamic mechanical behavior of brittle (e.g. granular and cementitious), heterogeneous (e.g. energetic) and ductile (e.g. metallic) materials. \u003c\/p\u003e\u003c\/font\u003e\u003c\/strong\u003e\u003c\/p\u003e\r\n\r\n\u003cp\u003e\u003cfont size=\"3\"\u003e\u003cp\u003ePreface xiii\u003c\/p\u003e \u003cp\u003e\u003cb\u003eChapter 1. Some Issues Related to the Modeling of Dynamic Shear Localization-assisted Failure 1\u003cbr\u003e\u003c\/b\u003e\u003ci\u003ePatrice LONGÈRE\u003c\/i\u003e\u003c\/p\u003e \u003cp\u003e1.1. Introduction 1\u003c\/p\u003e \u003cp\u003e1.2. Preliminary\/fundamental considerations 3\u003c\/p\u003e \u003cp\u003e1.2.1. Localization and discontinuity 3\u003c\/p\u003e \u003cp\u003e1.2.2. Isothermal versus adiabatic conditions 6\u003c\/p\u003e \u003cp\u003e1.2.3. Sources of softening 9\u003c\/p\u003e \u003cp\u003e1.2.4. ASB onset 22\u003c\/p\u003e \u003cp\u003e1.2.5. Scale postulate 26\u003c\/p\u003e \u003cp\u003e1.3. Small-scale postulate-based approaches 27\u003c\/p\u003e \u003cp\u003e1.3.1. Material of the band viewed as an extension of the solid material behavior before ASB onset 28\u003c\/p\u003e \u003cp\u003e1.3.2. Material of the band viewed as a fluid material 29\u003c\/p\u003e \u003cp\u003e1.3.3. ASB viewed as a damage mechanism 31\u003c\/p\u003e \u003cp\u003e1.3.4. Assessment 32\u003c\/p\u003e \u003cp\u003e1.4. Embedded band-based approaches (large-scale postulate) 33\u003c\/p\u003e \u003cp\u003e1.4.1. Variational approaches 34\u003c\/p\u003e \u003cp\u003e1.4.2. Enriched finite element kinematics 38\u003c\/p\u003e \u003cp\u003e1.4.3. Enriched constitutive model 41\u003c\/p\u003e \u003cp\u003e1.4.4. Discussion 43\u003c\/p\u003e \u003cp\u003e1.5. Conclusion 44\u003c\/p\u003e \u003cp\u003e1.6. Acknowledgments 45\u003c\/p\u003e \u003cp\u003e1.7. References 45\u003c\/p\u003e \u003cp\u003e\u003cb\u003eChapter 2. Analysis of the Localization Process Prior to the Fragmentation of a Ring in Dynamic Expansion 53\u003cbr\u003e\u003c\/b\u003e\u003ci\u003eSkander EL MAÏ, Sébastien MERCIER and Alain MOLINARI\u003c\/i\u003e\u003c\/p\u003e \u003cp\u003e2.1. Introduction 53\u003c\/p\u003e \u003cp\u003e2.1.1. Fragmentation experiments 54\u003c\/p\u003e \u003cp\u003e2.1.2. Fragmentation theories 54\u003c\/p\u003e \u003cp\u003e2.2. An extension of a linear stability analysis developed in [MER 03] 59\u003c\/p\u003e \u003cp\u003e2.2.1. Position of the problem 59\u003c\/p\u003e \u003cp\u003e2.2.2. Classical linear stability analysis 60\u003c\/p\u003e \u003cp\u003e2.2.3. Evolution of the cross-section perturbation 62\u003c\/p\u003e \u003cp\u003e2.2.4. Analysis of the potential sites of necking 65\u003c\/p\u003e \u003cp\u003e2.3. Outcomes of the approach 70\u003c\/p\u003e \u003cp\u003e2.3.1. Effects of the loading velocity on neck spacing distribution 70\u003c\/p\u003e \u003cp\u003e2.3.2. Effects of an imposed dominant mode in the initial perturbation 72\u003c\/p\u003e \u003cp\u003e2.3.3. Comparison of the approach with numerical simulations 83\u003c\/p\u003e \u003cp\u003e2.4. Conclusion 89\u003c\/p\u003e \u003cp\u003e2.5. References 90\u003c\/p\u003e \u003cp\u003e\u003cb\u003eChapter 3. Gradient Damage Models Coupled with Plasticity and Their Application to Dynamic Fragmentation 95\u003cbr\u003e\u003c\/b\u003e\u003ci\u003eArthur GEROMEL FISCHER and Jean-Jacques MARIGO\u003c\/i\u003e\u003c\/p\u003e \u003cp\u003e3.1. Introduction 95\u003c\/p\u003e \u003cp\u003e3.2. Theoretical aspects 96\u003c\/p\u003e \u003cp\u003e3.2.1. Gradient damage models 96\u003c\/p\u003e \u003cp\u003e3.2.2. Damage coupled with plasticity 106\u003c\/p\u003e \u003cp\u003e3.2.3. Dynamic gradient damage 117\u003c\/p\u003e \u003cp\u003e3.3. Numerical implementation 122\u003c\/p\u003e \u003cp\u003e3.4. Applications 123\u003c\/p\u003e \u003cp\u003e3.4.1. 1D fracture 124\u003c\/p\u003e \u003cp\u003e3.4.2. Material behavior 124\u003c\/p\u003e \u003cp\u003e3.4.3. Dimensionless parameters 126\u003c\/p\u003e \u003cp\u003e3.4.4. 1D period bar 131\u003c\/p\u003e \u003cp\u003e3.4.5. Cylinder under internal pressure 135\u003c\/p\u003e \u003cp\u003e3.5. Conclusion 138\u003c\/p\u003e \u003cp\u003e3.6. References 139\u003c\/p\u003e \u003cp\u003e\u003cb\u003eChapter 4. Plastic Deformation of Pure Polycrystalline Molybdenum 143\u003cbr\u003e\u003c\/b\u003e\u003ci\u003eGeremy J. KLEISER, Benoit REVIL-BAUDARD and Oana CAZACU\u003c\/i\u003e\u003c\/p\u003e \u003cp\u003e4.1. Introduction 143\u003c\/p\u003e \u003cp\u003e4.2. Quasi-static and dynamic data on a pure polycrystalline Mo 144\u003c\/p\u003e \u003cp\u003e4.2.1. Analysis of the quasi-static uniaxial tension test results on smooth specimens 147\u003c\/p\u003e \u003cp\u003e4.2.2. Split Hopkinson pressure bar data 154\u003c\/p\u003e \u003cp\u003e4.2.3. Taylor cylinder impact data 155\u003c\/p\u003e \u003cp\u003e4.3. Constitutive model for polycrystalline Mo 158\u003c\/p\u003e \u003cp\u003e4.4. Predictions of the mechanical response 162\u003c\/p\u003e \u003cp\u003e4.4.1. FE. predictions of the quasi-static uniaxial tensile response for notched specimens 162\u003c\/p\u003e \u003cp\u003e4.5. Conclusions 172\u003c\/p\u003e \u003cp\u003e4.6. References 173\u003c\/p\u003e \u003cp\u003e\u003cb\u003eChapter 5. Some Advantages of Advanced Inverse Methods to Identify Viscoplastic and Damage Material Model Parameters 177\u003cbr\u003e\u003c\/b\u003e\u003ci\u003eBertrand LANGRAND, Delphine NOTTA-CUVIER, Thomas FOUREST and Eric MARKIEWICZ\u003c\/i\u003e\u003c\/p\u003e \u003cp\u003e5.1. Introduction 177\u003c\/p\u003e \u003cp\u003e5.2. Experimental devices for material characterization over a large range of strain rates 180\u003c\/p\u003e \u003cp\u003e5.3. Identification of elasto-viscoplastic and damage material Parameters 184\u003c\/p\u003e \u003cp\u003e5.3.1. Direct approach for material parameter identification 184\u003c\/p\u003e \u003cp\u003e5.3.2. Inverse approaches for material parameter identification 192\u003c\/p\u003e \u003cp\u003e5.4. Conclusions 204\u003c\/p\u003e \u003cp\u003e5.5. Acknowledgments 205\u003c\/p\u003e \u003cp\u003e5.6. References 205\u003c\/p\u003e \u003cp\u003e\u003cb\u003eChapter 6. Laser Shock Experiments to Investigate Fragmentation at Extreme Strain Rates 213\u003cbr\u003e\u003c\/b\u003e\u003ci\u003eThibaut DE RESSÉGUIER, Didier LOISON, Benjamin JODAR, Emilien LESCOUTE,Caroline ROLAND, Loïc SIGNOR and André DRAGON\u003c\/i\u003e\u003c\/p\u003e \u003cp\u003e6.1. Introduction 214\u003c\/p\u003e \u003cp\u003e6.2. Phenomenology of laser shock-induced fragmentation 215\u003c\/p\u003e \u003cp\u003e6.3. Spall fracture 217\u003c\/p\u003e \u003cp\u003e6.4. Microspall after shock-induced melting 222\u003c\/p\u003e \u003cp\u003e6.5. Microjetting from geometrical defects 225\u003c\/p\u003e \u003cp\u003e6.6. Conclusion 230\u003c\/p\u003e \u003cp\u003e6.7. References 231\u003c\/p\u003e \u003cp\u003e\u003cb\u003eChapter 7. One-dimensional Models for Dynamic Fragmentation of Brittle Materials 237\u003cbr\u003e\u003c\/b\u003e\u003ci\u003eDavid CERECEDA, Nitin DAPHALAPURKAR and Lori GRAHAM BRADY\u003c\/i\u003e\u003c\/p\u003e \u003cp\u003e7.1. Introduction 237\u003c\/p\u003e \u003cp\u003e7.2. Methods 242\u003c\/p\u003e \u003cp\u003e7.3. Results 244\u003c\/p\u003e \u003cp\u003e7.3.1. Mono-phase materials 244\u003c\/p\u003e \u003cp\u003e7.3.2. Multi-phase materials 251\u003c\/p\u003e \u003cp\u003e7.4. Conclusions 258\u003c\/p\u003e \u003cp\u003e7.5. References 259\u003c\/p\u003e \u003cp\u003e\u003cb\u003eChapter 8. Damage and Wave Propagation in Brittle Materials 263\u003cbr\u003e\u003c\/b\u003e\u003ci\u003eQuriaky GOMEZ, Jia LI and Ioan R. IONESCU\u003c\/i\u003e\u003c\/p\u003e \u003cp\u003e8.1. Introduction 263\u003c\/p\u003e \u003cp\u003e8.2. Short overview of damage models 264\u003c\/p\u003e \u003cp\u003e8.2.1. Effective elasticity of a cracked solid 266\u003c\/p\u003e \u003cp\u003e8.2.2. Damage evolution 268\u003c\/p\u003e \u003cp\u003e8.3. 1D wave propagation 275\u003c\/p\u003e \u003cp\u003e8.3.1. Problem statement 276\u003c\/p\u003e \u003cp\u003e8.3.2. A single family of micro-cracks 278\u003c\/p\u003e \u003cp\u003e8.3.3. Three families of micro-cracks 280\u003c\/p\u003e \u003cp\u003e8.4. Two-dimensional anti-plane wave propagation 280\u003c\/p\u003e \u003cp\u003e8.4.1. Anisotropic damage under isotropic loading 281\u003c\/p\u003e \u003cp\u003e8.4.2. Anisotropic loading of an initial isotropic damaged material 284\u003c\/p\u003e \u003cp\u003e8.5. Blast impact and damage evolution 286\u003c\/p\u003e \u003cp\u003e8.6. Conclusions and perspectives 291\u003c\/p\u003e \u003cp\u003e8.7. Acknowledgments 292\u003c\/p\u003e \u003cp\u003e8.8. References 292\u003c\/p\u003e \u003cp\u003e\u003cb\u003eChapter 9. Discrete Element Analysis to Predict Penetration and Perforation of Concrete Targets Struck by Rigid Projectiles 297\u003cbr\u003e\u003c\/b\u003e\u003ci\u003eLaurent DAUDEVILLE, Andria ANTONIOU, Ahmad OMAR, Philippe MARIN, Serguei POTAPOV and Christophe PONTIROLI\u003c\/i\u003e\u003c\/p\u003e \u003cp\u003e9.1. Introduction 297\u003c\/p\u003e \u003cp\u003e9.2. Discrete element model 299\u003c\/p\u003e \u003cp\u003e9.2.1. Definition of interactions 299\u003c\/p\u003e \u003cp\u003e9.2.2. Constitutive behavior of concrete: Discrete element model 300\u003c\/p\u003e \u003cp\u003e9.2.3. Linear elastic constitutive behavior 301\u003c\/p\u003e \u003cp\u003e9.2.4. Nonlinear constitutive behavior 302\u003c\/p\u003e \u003cp\u003e9.2.5. Strain rate dependency 305\u003c\/p\u003e \u003cp\u003e9.3. Simulation of impacts 307\u003c\/p\u003e \u003cp\u003e9.3.1. Impact experiments 307\u003c\/p\u003e \u003cp\u003e9.3.2. Modeling of impact experiments 308\u003c\/p\u003e \u003cp\u003e9.4. Conclusion 311\u003c\/p\u003e \u003cp\u003e9.5. References 311\u003c\/p\u003e \u003cp\u003e\u003cb\u003eChapter 10. Bifurcation Micromechanics in Granular Materials 315\u003cbr\u003e\u003c\/b\u003e\u003ci\u003eAntoine WAUTIER, Jiaying LIU, François NICOT and Félix DARVE\u003c\/i\u003e\u003c\/p\u003e \u003cp\u003e10.1. Introduction 315\u003c\/p\u003e \u003cp\u003e10.2. Application of the second-order work criterion at representative volume element scale 318\u003c\/p\u003e \u003cp\u003e10.3. From macro to micro analysis of instability 322\u003c\/p\u003e \u003cp\u003e10.3.1. Local second-order work and contact sliding 322\u003c\/p\u003e \u003cp\u003e10.3.2. Role of strong contact network in stable and unstable loading directions 323\u003c\/p\u003e \u003cp\u003e10.3.3. From contact sliding to mesoscale mechanisms 326\u003c\/p\u003e \u003cp\u003e10.3.4. Micromechanisms leading to bifurcation at the representative volume element scale 329\u003c\/p\u003e \u003cp\u003e10.4. Diffuse and localized failure in a unified framework 331\u003c\/p\u003e \u003cp\u003e10.4.1. Diffuse and localized failure pattern 331\u003c\/p\u003e \u003cp\u003e10.4.2. Common micromechanisms and microstructures 332\u003c\/p\u003e \u003cp\u003e10.5. Conclusion 334\u003c\/p\u003e \u003cp\u003e10.6. References 335\u003c\/p\u003e \u003cp\u003e\u003cb\u003eChapter 11. Influence of Specimen Size on the Dynamic Response of Concrete 339\u003cbr\u003e\u003c\/b\u003e\u003ci\u003eXu NIE, William F. HEARD and Bradley E. MARTIN\u003c\/i\u003e\u003c\/p\u003e \u003cp\u003e11.1. Introduction 339\u003c\/p\u003e \u003cp\u003e11.2. Materials and specimens 341\u003c\/p\u003e \u003cp\u003e11.3. Experimental techniques 343\u003c\/p\u003e \u003cp\u003e11.3.1. Kolsky compression bar theory and set-up 343\u003c\/p\u003e \u003cp\u003e11.3.2. Pulse shaping technique 345\u003c\/p\u003e \u003cp\u003e11.4. Results and discussion 350\u003c\/p\u003e \u003cp\u003e11.4.1. Pulse shaper design for Kolsky compression bar systems 350\u003c\/p\u003e \u003cp\u003e11.4.2. Rate and specimen size effect on failure strength 355\u003c\/p\u003e \u003cp\u003e11.5. Conclusion 360\u003c\/p\u003e \u003cp\u003e11.6. Acknowledgments 362\u003c\/p\u003e \u003cp\u003e11.7. References 362\u003c\/p\u003e \u003cp\u003e\u003cb\u003eChapter 12. Shockless Characterization of Ceramics Using High-Pulsed Power Technologies 365\u003cbr\u003e\u003c\/b\u003e\u003ci\u003eJean-Luc ZINSZNER, Benjamin ERZAR and Pascal FORQUIN\u003c\/i\u003e\u003c\/p\u003e \u003cp\u003e12.1. Introduction 365\u003c\/p\u003e \u003cp\u003e12.1.1. Presentation of the silicon carbide grades 367\u003c\/p\u003e \u003cp\u003e12.2. Principle of the GEPI generator 368\u003c\/p\u003e \u003cp\u003e12.3. Dynamic compression of ceramics 370\u003c\/p\u003e \u003cp\u003e12.3.1. Lagrangian analysis of velocity profiles 371\u003c\/p\u003e \u003cp\u003e12.3.2. Experimental results 372\u003c\/p\u003e \u003cp\u003e12.4. Dynamic tensile strength of ceramics 374\u003c\/p\u003e \u003cp\u003e12.4.1. Experimental methodology and data processing 375\u003c\/p\u003e \u003cp\u003e12.4.2. Characterization of two silicon carbide grades 377\u003c\/p\u003e \u003cp\u003e12.4.3. Post-mortem analyses of damaged samples 378\u003c\/p\u003e \u003cp\u003e12.5. Conclusions 380\u003c\/p\u003e \u003cp\u003e12.6. Acknowledgments 381\u003c\/p\u003e \u003cp\u003e12.7. References 381\u003c\/p\u003e \u003cp\u003e\u003cb\u003eChapter 13. A Eulerian Level Set-based Framework for Reactive Meso-scale Analysis of Heterogeneous Energetic Materials 387\u003cbr\u003e\u003c\/b\u003e\u003ci\u003eNirmal KUMAR RAI and H.S. UDAYKUMAR\u003c\/i\u003e\u003c\/p\u003e \u003cp\u003e13.1. Introduction 387\u003c\/p\u003e \u003cp\u003e13.2. Numerical framework 390\u003c\/p\u003e \u003cp\u003e13.2.1. Governing equations 390\u003c\/p\u003e \u003cp\u003e13.2.2. Constitutive model for HMX 390\u003c\/p\u003e \u003cp\u003e13.2.3. Reactive modeling of HMX 393\u003c\/p\u003e \u003cp\u003e13.2.4. Level set representation of embedded interface 395\u003c\/p\u003e \u003cp\u003e13.2.5. Image processing approach: Representing real geometries 395\u003c\/p\u003e \u003cp\u003e13.3. Results 398\u003c\/p\u003e \u003cp\u003e13.3.1. Grid refinement study 400\u003c\/p\u003e \u003cp\u003e13.3.2. Collapse behavior of voids present in the pressed HMX material 401\u003c\/p\u003e \u003cp\u003e13.3.3. Criticality conditions for Class III and Class V samples 403\u003c\/p\u003e \u003cp\u003e13.3.4. Meso-scale criticality conditions for pressed energetic materials 405\u003c\/p\u003e \u003cp\u003e13.4. Conclusions 411\u003c\/p\u003e \u003cp\u003e13.5. Acknowledgments 412\u003c\/p\u003e \u003cp\u003e13.6. References 412\u003c\/p\u003e \u003cp\u003e\u003cb\u003eChapter 14. A Well-posed Hypoelastic Model Derived From a Hyperelastic One 417\u003cbr\u003e\u003c\/b\u003e\u003ci\u003eNicolas FAVRIE and Sergey GAVRILYUK\u003c\/i\u003e\u003c\/p\u003e \u003cp\u003e14.1. Introduction 417\u003c\/p\u003e \u003cp\u003e14.2. A general hyperelastic model formulation 418\u003c\/p\u003e \u003cp\u003e14.3. Evolution equation for the deviatoric part of the stress tensor: neo-Hookean solids 420\u003c\/p\u003e \u003cp\u003e14.3.1. Expression of tr(b) as a function of the invariants of S 421\u003c\/p\u003e \u003cp\u003e14.3.2. Hypoelastic formulation 423\u003c\/p\u003e \u003cp\u003e14.4. Conclusions 424\u003c\/p\u003e \u003cp\u003e14.5. Acknowledgments 425\u003c\/p\u003e \u003cp\u003e14.6. References 425\u003c\/p\u003e \u003cp\u003eAppendix A: Case a = 0.5 429\u003c\/p\u003e \u003cp\u003eList of Authors 433\u003c\/p\u003e \u003cp\u003eIndex 437\u003c\/p\u003e\u003c\/font\u003e\u003c\/p\u003e\r\n\r\n\u003cp\u003e\u003cfont size=\"3\"\u003eSubject Areas: Civil engineering, surveying \u0026amp; building [\u003ca title=\"See our other books on Civil engineering, surveying \u0026amp; building\" href=\"https:\/\/freshlyprintedbooks.co.uk\/search?q=%22Civil%20engineering,%20surveying%20\u0026amp;%20building%20%5BTN%5D%22\"\u003eTN\u003c\/a\u003e]\u003c\/font\u003e\u003c\/p\u003e\r\n\r\n\r\n\u003c\/font\u003e","brand":"Wiley-ISTE","offers":[{"title":"Brand New","offer_id":52446641881368,"sku":"9781786304087","price":100.57,"currency_code":"GBP","in_stock":true}],"thumbnail_url":"\/\/cdn.shopify.com\/s\/files\/1\/0730\/2037\/5320\/files\/9781786304087.jpg?v=1785112217","url":"https:\/\/freshlyprintedbooks.co.uk\/products\/dynamic-damage-and-fragmentation-hardback-9781786304087","provider":"Freshly Printed Books","version":"1.0","type":"link"}