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Mathematical Modeling in Mechanics of Granular Materials PDF

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Advanced Structured Materials Volume 21 Series Editors Andreas Öchsner Lucas F. M. da Silva Holm Altenbach For furthervolumes: http://www.springer.com/series/8611 Oxana Sadovskaya Vladimir Sadovskii • Organized by Holm Altenbach Mathematical Modeling in Mechanics of Granular Materials 123 OxanaSadovskaya Vladimir Sadovskii ICM SBRAS ICM SBRAS Akademgorodok 50/44 Akademgorodok 50/44 Krasnoyarsk Krasnoyarsk Russia660036 Russia660036 HolmAltenbach Magdeburg Germany ISSN 1869-8433 ISSN 1869-8441 (electronic) ISBN 978-3-642-29052-7 ISBN 978-3-642-29053-4 (eBook) DOI 10.1007/978-3-642-29053-4 SpringerHeidelbergNewYorkDordrechtLondon LibraryofCongressControlNumber:2012938145 (cid:2)Springer-VerlagBerlinHeidelberg2012 Thisworkissubjecttocopyright.AllrightsarereservedbythePublisher,whetherthewholeorpartof the material is concerned, specifically the rights of translation, reprinting, reuse of illustrations, recitation,broadcasting,reproductiononmicrofilmsorinanyotherphysicalway,andtransmissionor informationstorageandretrieval,electronicadaptation,computersoftware,orbysimilarordissimilar methodology now known or hereafter developed. Exempted from this legal reservation are brief excerpts in connection with reviews or scholarly analysis or material supplied specifically for the purposeofbeingenteredandexecutedonacomputersystem,forexclusiveusebythepurchaserofthe work. Duplication of this publication or parts thereof is permitted only under the provisions of theCopyrightLawofthePublisher’slocation,initscurrentversion,andpermissionforusemustalways beobtainedfromSpringer.PermissionsforusemaybeobtainedthroughRightsLinkattheCopyright ClearanceCenter.ViolationsareliabletoprosecutionundertherespectiveCopyrightLaw. The use of general descriptive names, registered names, trademarks, service marks, etc. in this publicationdoesnotimply,evenintheabsenceofaspecificstatement,thatsuchnamesareexempt fromtherelevantprotectivelawsandregulationsandthereforefreeforgeneraluse. While the advice and information in this book are believed to be true and accurate at the date of publication,neithertheauthorsnortheeditorsnorthepublishercanacceptanylegalresponsibilityfor anyerrorsoromissionsthatmaybemade.Thepublishermakesnowarranty,expressorimplied,with respecttothematerialcontainedherein. Printedonacid-freepaper SpringerispartofSpringerScience+BusinessMedia(www.springer.com) Foreword The new monograph ‘‘Mathematical Modeling in Mechanics of Granular Mate- rials’’ written by Oxana & Vladimir Sadovskii is based on a previous Russian version published in 2008. The Russian version was significantly revised and extended. The References were updated with respect to the readers not being familiar with the Russian language. Instead of eight chapters of the Russian ori- ginalversiontherearenowtenchapters—anewchapterdevotedtocontinuawith independent rotational degrees offreedom is added. Looking on the basics of this book it is obvious that the starting point is the method of rheological models. In Continuum Mechanics one can split the approaches in material modeling into three different directions: • the deductive approach (top-down modeling), which starts with some general mathematical structures restricted by the constitutive axioms and after that special cases will be deduced, • the inductive approach (bottom-up modeling), which starts with special cases that are generalized step by step to derive more complex models, and • last but not least the method of rheological modeling lying in-between the first and the second approaches. The last approach is related to a pure phenomenological modeling without takingintoaccountthemicrostructuralbehavior.Ontheotherhand,thisapproach isanengineeringmethodinmaterialmodelingsincetheparameteridentificationis very simple and can be computer-assisted performed. Since the new monograph is based on the method of rheological models the questionariseswhyweneedanewbookonrheologicalmodels.Inthisfieldthere exist a lot of outstanding monographs, among them being: • Deformation,StrainandFlow:anElementaryIntroductiontoRheology,written byMarkusReinerandpublishedbyH.K.Lewis(London,1960)andwhichwas translated later into German and Russian, v vi Foreword • Vibrations of Elasto-plastic Bodies, written by Vladimir A. Pal’mov and pub- lishedbySpringer(Berlin,1998),whichisbasedontheoriginalRussianedition from 1976, • Materialtheorie—Mathematische Beschreibung des phänomenologischen ther- momechanischen Verhaltens (Theory of Materials—Mathematical Description of the Phenomenological Thermo-mechanical Behavior), written by Arnold Krawietz and published by Springer (Berlin et al., 1986), • Phänomenologische Rheologie—eine Einführung (Phenomenological Rheol- ogy—an Introduction), written by Hanswalter Giesekus and published by Springer (Berlin et al., 1994), • Continuum Mechanics and Theory of Materials, written by Peter Haupt and published by Springer (Berlin et al., 2002, 2nd edition). The newmonograph is an excellent additiontothe existingliterature since the following items are new and have not been discussed in the previous books: • a new rheological model (the rigid contact model) is introduced, • the application fields of rheological models are extended to granular materials, • aconsequentandnewmathematicaldescription,necessaryforthenewelement, is given and used also for the plastic rheological model, and • several new examples are introduced, solved, and discussed. Itisdesirablethatthismonographwillbeacceptedbythescientificcommunity as well as the other monographs in this field. Magdeburg, Germany, January 2012 Holm Altenbach Preface This monograph contains original results in the field of mathematical and numerical modeling of mechanical behavior of granular materials and materials with different strengths. Zones of the strains localization are defined by means of proposedmodels.Theprocessesofpropagationofelasticandelastic-plasticwaves in loosened materials are analyzed. Mixed type models, describing the flow of granular materials in the presence of quasi-static deformation zones, are con- structed. Numerical realizations of mechanics models of granular materials on multiprocessor computer systems are considered. The book is intended for scientific researchers, university lecturers, post- graduates, and senior students, who specialize in the field of the mechanics of deformable bodies, mathematical modeling, and adjacent fields of applied math- ematics and scientific computing. This monograph is a revised and supplemented edition of the book ‘‘Mathe- maticalModelingintheProblemsofMechanicsofGranularMaterials’’,published by‘‘Fizmatlit’’(Moscow)in2008inRussian.ComparedwiththeRussianedition, its content is expanded by a new Chap. 10, devoted to mathematical modeling of dynamic deformations of structurally inhomogeneous media, taking into account therotationaldegreesoffreedomoftheparticles.Besides,inChap.7theSect.7.4, containing new results on the analysis of wave motions in layered media with viscoelasticinterlayers,isadded,andChap.9,Sect.9.8isaddedwiththeresultsof solving the problem of radial expansion of spherical and cylindrical layers of a granular material under finite strains. Theresultspresentedinthemonographwereusedwhenreadingspecialcourses in the Siberian Federal University. The work was performed at the Institute of ComputationalModelingoftheSiberianBranchofRussianAcademyofSciences. It was partially supported by the Russian Foundation for Basic Research (grants no. 04–01–00267, 07–01–07008, 08–01–00148, 11–01–00053), the Krasnoyarsk Regional Science Foundation (grant no. 14F45), the Complex Fundamental Research Program no. 17 ‘‘Parallel Computations on Multiprocessor Computer Systems’’ofthePresidiumofRAS,theProgramno.14‘‘FundamentalProblemsof Informavtics and Informational Technologies’’ of the Presidium of RAS, the vii viii Preface Program no. 2 ‘‘Intelligent Information Technologies, Mathematical Modeling, System Analysis andAutomation’’ofthe Presidium ofRAS,the Interdisciplinary Integration Project no. 40 of the Siberian Branch of RAS, the grant no. MK– 982.2004.1 of the President of Russian Federation, and the grant of the Russian Science Support Foundation. TheauthorswishtoacknowledgeB.D.Annin,A.A.Burenin,S.K.Godunov, M. A. Guzev, A. M. Khludnev, A. S. Kravchuk, A. G. Kulikovskii, V. N. Ku- kujanov, N. F. Morozov, V. P. Myasnikov, A. I. Oleinikov, B. E. Pobedrya, A. F. Revuzhenko, and E. I. Shemyakin for discussions of the results forming the basis of this book. It should be noted that significant improvements in the presentation of the material in comparison with the Russian edition was achieved through the atten- tiveparticipationofthescientificeditorofthemonograph—Prof.HolmAltenbach, who has made many invaluable comments on the content. Lastbutnotleasttheauthorswishtoexpressspecialthanks,forsupportingthis project, to Dr. Christoph Baumann as a responsible person from Springer Pub- lishers Group. Krasnoyarsk, Russia, January 2012 Oxana Sadovskaya Vladimir Sadovskii Contents 1 Introduction. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1 References . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4 2 Rheological Schemes. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 7 2.1 Granular Material With Rigid Particles. . . . . . . . . . . . . . . . . 7 2.2 Elastic-Visco-Plastic Materials. . . . . . . . . . . . . . . . . . . . . . . 10 2.3 Cohesive Granular Materials . . . . . . . . . . . . . . . . . . . . . . . . 15 2.4 Computer Modeling . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 19 2.5 Fiber Composite Model. . . . . . . . . . . . . . . . . . . . . . . . . . . . 29 2.6 Porous Materials. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 35 2.7 Rheologically Complex Materials. . . . . . . . . . . . . . . . . . . . . 41 References . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 47 3 Mathematical Apparatus . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 49 3.1 Convex Sets and Convex Functions . . . . . . . . . . . . . . . . . . . 49 3.2 Discrete Variational Inequalities. . . . . . . . . . . . . . . . . . . . . . 61 3.3 Subdifferential Calculus . . . . . . . . . . . . . . . . . . . . . . . . . . . 71 3.4 Kuhn–Tucker’s Theorem. . . . . . . . . . . . . . . . . . . . . . . . . . . 82 3.5 Duality Theory. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 91 References . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 99 4 Spatial Constitutive Relationships. . . . . . . . . . . . . . . . . . . . . . . . 101 4.1 Granular Material With Elastic Properties . . . . . . . . . . . . . . . 101 4.2 Coulomb–Mohr Cone . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 107 4.3 Von Mises–Schleicher Cone . . . . . . . . . . . . . . . . . . . . . . . . 113 References . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 121 ix x Contents 5 Limiting Equilibrium of a Material With Load Dependent Strength Properties. . . . . . . . . . . . . . . . . . . . . . . . . . 123 5.1 Model of a Material With Load Dependent Strength Properties . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 123 5.2 Static and Kinematic Theorems . . . . . . . . . . . . . . . . . . . . . . 133 5.3 Examples of Estimates . . . . . . . . . . . . . . . . . . . . . . . . . . . . 139 5.4 Computational Algorithm . . . . . . . . . . . . . . . . . . . . . . . . . . 148 5.5 Plane Strain State. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 157 References . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 168 6 Elastic–Plastic Waves in a Loosened Material. . . . . . . . . . . . . . . 171 6.1 Model of an Elastic–Plastic Granular Material. . . . . . . . . . . . 171 6.2 A Priori Estimates of Solutions . . . . . . . . . . . . . . . . . . . . . . 177 6.3 Shock-Capturing Method. . . . . . . . . . . . . . . . . . . . . . . . . . . 187 6.4 Plane Signotons . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 197 6.5 Cumulative Interaction of Signotons. . . . . . . . . . . . . . . . . . . 208 6.6 Periodic Disturbing Loads. . . . . . . . . . . . . . . . . . . . . . . . . . 212 References . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 219 7 Contact Interaction of Layers. . . . . . . . . . . . . . . . . . . . . . . . . . . 223 7.1 Formulation of Contact Conditions. . . . . . . . . . . . . . . . . . . . 223 7.2 Algorithm of Correction of Velocities. . . . . . . . . . . . . . . . . . 234 7.3 Results of Computations . . . . . . . . . . . . . . . . . . . . . . . . . . . 239 7.4 Interaction of Blocks Through Viscoelastic Layers. . . . . . . . . 247 References . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 257 8 Results of High-Performance Computing. . . . . . . . . . . . . . . . . . . 259 8.1 Generalization of the Method. . . . . . . . . . . . . . . . . . . . . . . . 259 8.2 Distinctive Features of Parallel Realization . . . . . . . . . . . . . . 265 8.3 Results of Two-Dimensional Computations . . . . . . . . . . . . . . 272 8.4 Numerical Solution of Three-Dimensional Problems. . . . . . . . 275 References . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 286 9 Finite Strains of a Granular Material. . . . . . . . . . . . . . . . . . . . . 289 9.1 Dilatancy Effect. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 289 9.2 Basic Properties of the Hencky Tensor . . . . . . . . . . . . . . . . . 297 9.3 Model of a Viscous Material with Rigid Particles. . . . . . . . . . 304 9.4 Shear Stresses . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 309 9.5 Couette Flow. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 311 9.6 Motion Over an Inclined Plane. . . . . . . . . . . . . . . . . . . . . . . 314 9.7 Plane-Parallel Motion . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 319 9.8 Radial Expansion of Spherical and Cylindrical Layers . . . . . . 321 References . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 329

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