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Ap C p e ~ e ~ Mac~Hnosdi je p o b e ~ 14.02.1965. ronkIHe y EeorpaAy. fl~nno~klpao je Ha M ~ H H C K O M @ q n ~ e l y Y ~ ~ l s e p s ~ ~ e ~ a y EeorpaAy (Ha cMepy 3a A~POKOCMOT~XHHK~) 1989. rOAHHe Ca IIPOCeYHOM OqeHOM 9.53 El 10 Ha AHnJIOMCKOM PaAy. On 1988. A 0 1989. rOnMHe pwH0 je KaO XOHOPaPHEl CapwHHK y n a 6 o p a ~ o p ~ j ~ 3a Ba3AyXOIIJIOBHe ~ o ~ c T p y ~ a k ~ j e M ~ H H C K O ~ @aKyn~e~a. IIocnenk~nno~c~e c q ~ ~ j e , Ha M~IIIHHcKoM @ m y n ~ e q Y H H B ~ ~ ~ H T ~ T ~ y Eeorpany, ynHCa0 je 1989. rOAHHe KaO CTMneHnHCTa Y H H B ~ ~ ~ H T ~ T ~ y EeorpaAy. On 1989. A 0 1992. rOnHHe pwH0 je KaO XOHOPaPHH CapaAHNK y n a 6 o p a ~ o p ~ l j ~ 3a npoIIYJI3Hjy M~IIIE~HcKo~ @qJITeTa Y H H B ~ ~ ~ H T ~ T ~ y EeorpaAy. M ~ ~ H C T ~ ~ C K H p a Ha TeMy "Pa3soj ~e~ononork~je npoparyHa 3a a ~ a n ~ 3 y H ~ ~ O H C K O - n e @ o p ~ a q ~ o ~ o r cTaIba ~ H J I H H A P H Y H O ~

IIOrOHCKOr IIyIbeIba PaKeTHOr MOTOpa Ca V C T I l M BHCKOeJIaCTMYHHM rOPElBOM Ca qeHTpaTIHElM OTBOPOM ~ p y m o r nonpewor npeceKa, OAHOCHO KaHanoM TMna ssesna" 0~6paHH0 j e 1993. ronme.

C ~ k ~ n e ~ n ~ l j y 3a nocneAmnoMcKe clymje Ha A ~ X ~ B H O M y ~ ~ l s e p 3 ~ ~ e l y Apk130~e (Arizona State University) y Te~nlly, A p ~ 3 0 ~ a ( C m ) n o 6 ~ 0 je 1992. ronme. f l o ~ ~ o p c ~ y n ~ c e p ~ a q ~ j y Ha TeMy "Dynamic Loading of Brittle Materials with Random Microstructure" O ~ ~ P ~ H E I O je 1997. rOAHHe. Ap C p e ~ e ~ Macmnosdi je npoBe0 1997.198. m O J I C K y r0mHY KaO roclyjyh I I ~ o @ ~ c o ~ Ha M~IIIHHcKoM @aKyJITeTY &)X~BHOT YHElBeP3HTeTa A P H ~ O H ~ .

Ap C p e ~ e ~ MacTElJIo~dije 1998. ronme n o 6 ~ 0 Memo ~ ~ x e ~ e p a - ~ a y w o r HcTpmsara (engineerlscientist) y ~ o ~ n a m i j k ~ Framatome Cogema Fuels y nac Beracy, Heswa (C44). Pamo je Ha Yucca Mountain n p o j e ~ y Ha pa3sojy H K O H C T ~ ~ H C ~ Y reonomKe neno~k~je 3a AyroTpaj~o oAnaraKe HyIuIeapHor omana. I 'onk~~e 2001. yrosop 3a pa3soj n p o j e ~ ~ a je IIpHlIaO je K O M I I ~ H H ~ H Bechtel SAIC ConIpany El np CpeTeH Mac~Hnosdi je aHrsuKOBaH Ha HCTOM PWOM MeCTy.

Ap CpeTeH M~cTHJIoB~~ Ce 2004. romHe BPaTHO Y CpG~ljy, CTeKaO HayrHO 3BaIbe HaYrHH CapwHElK El 3aIIOCJIHO y UeHTpy 3a MYJITEI~CqHIIJIHHapHa ElCTpamkIBfia Y H H B ~ ~ ~ H T ~ T ~ y Eeorpany. P m o je Ha sHme HcTpamrisamx n p o j e ~ a ~ a ~3 O ~ J I ~ C T H MexamiKe qspcTor Tena a 6k10 je H CapaAHHK y ~ K T E ~ B H O C T I ~ M ~ UeHTpa y O ~ J I ~ C T H HCIIHTElBaIba El HpOqeHe PeCypCa H

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@aKYJITeTY 3a I'pwMTeJbCKEl MeHaIJMeHT Y H E I B ~ P ~ E I T ~ T ~ YHE~OH Y Eeorpany me je CTeKaO

1. Mastilovic, S. Investigation of Dynamic Behavior of Brittle Solids bz Discrete Systems Models, Faculty of Construction Management, Belgrade (2008).

~ O ~ J I A B J ~ E Y 14CTAKHYTOJ MOHOrPA@PIJM MEBYHAPOAHOT 3HAYAJA,

1. Mastilovic, S., Vujosevic, M., and Krajcinovic, D., Localization in Disordered Brittle Media - Lattice Models, Advances in Failure Mechanisms in Brittle Materials, Eds. Clifton, R.J. and Espinosa, H.D., MD-Vol. 75lAMD-Vo1.219, American Society of Mechanical Engineers, 171- 184, (1996).

2. Krajcinovic, D., Zajic, D., and Mastilovic, S., Strain Localization in Brittle Materials Subjected to Large Strain Rates, Recent Advances in Applied Mechanics, Eds. Katsikadelis, J.T. et al., National Technical University of Athens, Athens, Greece, 283-293, (2000).

3. Krajcinovic D. and Mastilovic S., Thermodynamics and Micromechanics of Damage; in Continuous Damage and Fracture, Ed. Benallal, A. Elsevier, Amsterdam, The Netherland (ISBN: 2-84299-247-4), pp. 19-27 (2000).

PAA Y BPXYHCKOM MEBYHAPOAHOM YACOIIIICY, M21- 8 (8~11=88)

1. Lubarda V.A., Krajcinovic D. and Mastilovic S., Damage Model for Brittle Elastic Solids with Unequal Tensile and Compressive Strengths, Engineering Fracture Mechanics 49 (5): 68 1-697, (1994).

2. Krajcinovic D. and Mastilovic S., Some Fundamental Issues of Damage Mechanics, Mechanics of Materials 21: 217-230 (1995).

3. Lubarda V.A., Mastilovic S. and Knap J., Brittle-Ductile Transition in Porous Rocks by Cap Model, Journal of Engineering Mechanics 122 (7): 633-642, (1996).

4. Lubarda V.A., Mastilovic S. and Knap J., Some Comments on Plasticity Postulates and Non- associative Flow Rules, International Journal of Mechanical Sciences. 38 (3): 247-258, (1996).

5. Mastilovic S. and Krajcinovic D., High Velocity Expansion of a Cavity within a Brittle Material. Journal of Mechanics and Physics of Solids 47: 577-610, (1999).

6. Krajcinovic D. and Mastilovic S., Statistical Models of Brittle Deformation, Part One: Introduction. International Journal of Plasticity 15: 401-426, (1999).

7. Mastilovic S. and Krajcinovic D., Statistical Models of Brittle Deformation, Part Two: Computer Simulations. International Journal of Plasticity 15: 427-456, (1999).

8. Mastilovic S. and Krajcinovic D., Penetration of Rigid Projectiles Through Quasi-Brittle Materials. Journal of Applied Mechanics -Transactions of ASME 66: 585-592 (1 999).

9. Rinaldi A., Krajcinovic D., and Mastilovic S., Statistical Damage Mechanics and Extreme Value Theory. International Journal of Damage Mechanics 16, pp. 57-76, (2007).

10. Mastilovic S., Rinaldi A., Krajcinovic D. Ordering effect of kinetic energy on dynamic deformation of brittle solids. Mechanics of Materials, 40 (4-5): 407-417 (2008).

1 1. Mastilovic S. A Note on Short-Time Response of Two-Dimensional Lattices During Dynamic Loading. International Journal of Damage Mechanics 17: 357-361, (2008).

PAD Y BCTAICHYTOM MEXYHAPOAHOM YACOIIIICY, M22 - 5 (5~2)=10

1. Krajcinovic D. and Mastilovic S., Brittle and quasi-ductile damage at large strain rates. Theoretical and Applied Fracture Mechanics 35: 9- 18 (2001).

2. Krajcinovic D. and Mastilovic S., Model of quasi-ductile deformations that bridges the scales. Theoretical and Applied Fracture Mechanics 37: 167-1 82 (200 1).

PAA Y MEBYHAPOAHOM YACOZIHCY, M23 - 3 (3X1)=3

1. Krajcinovic D., Mastilovic S. and Vujosevic M., Brittle to Quasi-Brittle Transition, Meccanica 231, 1-17, (1998)

1. Rinaldi A., Krajcinovic D., and Mastilovic S., Statistical Damage Mechanics - Constitutive Relations. Journal of Theoretical and Applied Mechanics 44 (3): 585-602, (2006).

1. Krajcinovic, D, and Mastilovic, S., Damage Evolution and Failure Mode. Computational Mechanics, Proceedings of International Conference on Computational Engineering Sciences 95, Vol. 2, eds. Alturi, S.N. et al., 1947-1 953, (1 995).

2. Mastilovic S, Vujosevic M, and Krajcinovic D. Localization in disordered brittle media 'Lattice models, A Symposium on Advances in Failure Mechanisms in Brittle Materials, Eds. Clifton R.J. and Espinosa H.D., Atlanta, Georgia, U.S.A., (1 996).

3. Mastilovic S and Krajcinovic D., Application ofparticle dynamics to the mechanics of penetration through brittle solids, 14th Army Symposium on Solid Mechanics, Myrtle Beach, South Caroline, U.S.A. (1996).

4. Krajcinovic D. and Mastilovic S., Mechanics ofpenetration through quasi-brittle targets, 15th Army Symposium on Solid Mechanics, Myrtle Beach, South Caroline, U.S.A. (1999).

5. Mastilovic S. and Krajcinovic D. Brittle Deformation of Materials Subjected to Impacts. 6th Pan American Congress of Applied Mechanics. Rio de Janeiro, Brazil (1999).

6. Krajcinovic, D. and Mastilovic, S., Thermodymanics and micromechanics of damage, Symposium on Continuous Damage and Fracture, Cachan, France, (2000)

7. Mastilovic, S. and Krajcinovic, D. Particle dynamics simulations of expansion of a cylindrical cavity within an infinite brittle medium, The First International Conference on Computational Mechanics, Belgrade, Serbia and Montenegro, November 15-1 7, (2004)

8. Mijuca D. and Mastilovid S., A Novel One-To-One Multiscale Approach to Computational Mechanics of Materials, D., 1 st International Workshop on Nanoscience & Nanotechnology IWON 2005 and 4th COSENT Annual Meeting Belgrade, November 15 - 18, pp. 180- 186 (2005).

9. Mastilovic S. Ordering Effect of Kinetic Energy on Dynamic Deformation of Brittle 2 0 Truss Lattices. 2nd Int. Congress of SSM (IConSSM 2009). Palic, Serbia (2009).

10. Mastilovic S. Short-Time and Long-Time Response of Brittle 2 0 Truss Lattices. 2nd Int. Congress of SSM (IConSSM 2009). Palic, Serbia (2009).

PAR CAOrl WTEH HA CKYIIY METiYHAPOAHOr 3HAYAJA WTAMIIAH Y A'BOAY,

1. Mijuca D, and MastiloviC S., A Multiscale Approach to Computational Mechanics ofMaterials, 15th International workshop on computational Mechanics of Materials, IWCCM 15, Max-Planck- Institut fur Eisenforschung GmbH, Dusseldorf, Germany, September 19 and 20, (2005)

2. Krajcinovic, D, and Mastilovic, S., Brittle and Quasi-ductile Deformations at Large Strain Rates. International Conference on Role of Mesomechanics for Development of Science and Technology, Xi'an, China (2000)

3. Mastilovic, S. and Krajcinovic, D, High velocity expansion of a cavity within brittle material, 13th U.S. National Congress of Applied Mechanics, Florida, U.S.A. (1998)

4. Mastilovic, S. and Krajcinovic, D, Brittle Deformation ofMaterials Subjected to Impacts, Fifth Pan American Congress of Applied Mechanics PACAM97, (1997)

PAA Y BOAEXEM YACOIIMCY HA4HOHAJIHOT 3HAYAJA, M51- 2 (2~2+1~0.7=4.7)

1. Mastilovic S. and Krajcinovic D., Particle dynamics simulations of expansion of a cylindrical cavity within an infinite brittle medium. Theoret. Appl. Mech. 31 (3-4): 338-348 (2005).

2. Gburcik P, Gburcik V, Gavrilov M, Srdanovic V, Mastilovic S, Conlplementary Regimes of Solar arid Wind Energy in Serbiu. Internatioilal Scientific Journal, Geographica Pailnonica 10: 22-25, (2006).

3. Mastilovic S. On elastic response of disordered triangular lattice during dynamic loading. Theoretical and Applied Mechanics 35 (1-3): 253-263, (2008).

1. r6ypqki~ n., r6ypqki~ B., M ~ C T H ~ O B H ~ C., Y T U U ~ ~ MkiKPOMkiMaTCKkiX YCJIOBa Ha npo@UJIe e~eprkije cyHqa ki seTpa, M e l j y ~ a p o ~ ~ o caee-rosabe "EHEPTETMKA 2006", 3na~ki60p, Cp6kija (2006).

2. GburEik V., MastiloviC S., SrdanoviC V., VuCiniC Z., Benefits of Complementarity of Solar and Wind Energy Potentials on Stability of Industrial Energy Supply. Regional Conference: Industrial Energy and Environmental Protection in Southeast Europe, Endorsed by SECI, ISBN 987-86-7877-010-4, V-21, pp. 1-10,24-27 June 2008, Zlatibor, Serbia (2008).

KPUTWKA EBAflYAUKJA HOAATAKA, 6A3A HOAATAKA, RHTEPHO nY6JlHICOBAHO.. .,

1. C ~ A ~ H O B H ~ B., r6ypYH~ n., r 6 y p Y ~ ~ B., M ~ C T H ~ O B A ~ C. B y s ~ ~ a h x., T o ~ o p o s ~ h fl., r p 0 3 ~ ~ h T., CTOHJLKOBH~ 3., EojoBHh fl., M ~ H H ~ ~ H H H A., Amnac eHepZemCK02 n o m e ~ y ~ j m a cyHya u sempa Cp6uje, T&7042E, HHCTHTYT 3a MynTkiAHcuunnHHapHa HcTpaxasana, Eeorpa~ (2008).

Pmsoj ~emodonozuje npopauryHa 3a aHmlcry HU~OHCKO-de@op~ayuo~oz cmaba yzuru~dpur~oz n o z o ~ c ~ u z n y b e b a p a ~ e m ~ o z Momopa ca urspcmzl~ szrc~oenacrnur~u~ zopuso~ ca yeHmpmHuM omsopoM KPYXHOZ nonpelr~oz npeceKa o d ~ o c ~ o KaHmoM muna 3se3da. M~U~HHCKH ~ Z ~ K Y ~ T ~ T Y H H B ~ ~ ~ H T ~ T ~ y 6e0rpa~y (1993).

Dynamic Loading of Brittle Materials with Random Microstructure. Department of Mechanical and Aerospace Engineering, Arizona State University, Tempe, AZ., U.S.A. (1997).

Lubarda V.A., Krajcinovic D. and Mastilovic S., Damage Model for Brittle Elastic Solids with Unequal Tensile and Compressive Strengths, Eneineerinp Fracture Mechanics 49 (5): 681-697, (1994), ~ A T W ~ ~ H je y:

I. Sellers, E. and Scheele, F., Prediction ofAnisotropic Damage in Experiments Simulations Mining in Witwatersrand Quartzite Blocks, International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts, 33 (7): 656-670 (1996)

2. Lee, U., Lesieutre, G.A., and Fang, L., Anisotropic Damage Mechanics Based on Strain-Energy Equivalence and Equivalent Elliptic Microcracks, International Journal of Solids and Structures, 34 (33- 34): 4377-4397 (1997) Sleep, N.H., Application of a Unijied Rate and State Friction Theory to the Mechanics of Fault Zones with Strain Localization, Journal of Geophysical Research - Solid Earth, 102 (B2): 2875-2895 (1 997) Park, T. and Voyiadjis, G.Z., Kinematic Description of Damage, Journal of Applied Mechanics- Transactions of the ASME, 65 (I): 93-98, (1998) Sleep, N.H., Rake Dependent Rate andState Friction, Journal of Geo~hvsical Research - Solid Earth, 103(B4): 7111-7119(1998) Voyiadjis, G.Z. and Park, T., The Kinematics of Damage for Finite-Strain Elastoplastic Solids, International Journal of Engineering Science, 37 (7): 803-830, (1999) Yang, Q, Zhou, W.Y ., and Swoboda, G., Micromechanical IdentiJication of Anisotropic Damage Evolution Laws, International Journal of Fracture, 98 (1): 55-76, (1999) Saczuk, J., Hackl, K., and Stumpf, H., Rate theory of nonlocal gradient damage-gradient viscoinelasticity, International Journal of IPlasticitv, 19 (5): 675-706, (2003) Halm, D., Dragon, A., and Charles, Y., A modular damage model for quasi-brittle solids - interaction between initial and induced anisotropy, Archive of Applied Mechanics, 72 (6-7): 498-5 10, (2002) Comi, C. and Perego, U., Fracture energy based bi-dissipative damage model for concrete, International Journal of Solids and Structures, 38 (36-37): 6427-6454 (2001) Brencich, A. and Gambarotta, L., Isotropic damage model with d~fferent tensile-compressive response for brittle materials, Int. J. Solids and Structures, 38 (34-35): 5865-5892 (2001) Sturnpf, H. and Saczuk, J., On a general concept for the analysis of crackgrowth and material damage, International Journal of lPlasticit\L, 17 (7): 991-1028, (2001) Zalochevsky, A. Obataya, Y ., Tension-compression asymmetry of creep and unilateral creep damage in aluminum for isothermal and nonisothermal processes, JSME International Journal Series A-Solid Mechanics and Material Engineering, 44 (1): 100-108, (2001) Carol, I., Rizzi, E., and Willam, K., On the formulation of anisotropic elastic degradation. I. Theory based on apseudo-logarithmic damage tensor rate, International Journal of Solids and Structures, 38 (4): 491-518 (2001)

15. Voy iadjis, G.Z. and Zolochevsky, A,, Thermodynamic modeling of creep damage in materials with drfferentproperties in tension and compression, lnternational Journal of Solids and Structures, 37 (24): 3281-3303 (2000)

16. Lee, U., A theory of smearedcontinuum damage mechanics. KSME International Journal, 12 (2): 233-243 (1998).

17. Lee, U., Effective elastic properties of damaged isotropic solids. KSME International Journal, 12 (3): 414-420 (1998).

18. Krajcinovic, D., Selection o f damage parameter - Art or science? Mechanics of Materials, 28 (1-4): 165-179 (1998).

19. Krajcinovic, D. Damage mechanics: accomplishments, trends and needs. International Journal of Solids and Structures, 37 (1-2): 267-277 (2000).

20. Makowski, J.; Stumpf, H., Thermodynamically based concept for the modelling of continua with microstructure and evolving defects. Int. J. Solids and Structures, 38 (10-13): 1943-1961 (2001).

21. Lin, Z.; Cai, L.C.; Li, Y.L.; Peng, J.X.; Jing, F.Q.; Chen, D.Q., Simplijied model forprediction of dynamic damage andfracture of ductile materials. International Journal of Solids and Structures, 41 (24-25): 7063-7074 (2004).

Challamel, N.; Lanos, C.; Casandjian, C., Strain-based anisotropic damage modelling and unilateral effects. lnternational Journal of Mechanical Sciences, 47 (3): 459-473 (2005). Yang, Q.; Chen, X.; Zhou, W.Y., On microscopic thermodynamic mechanisms of damage evolution laws. lnternational Journal of Damage Mechanics, 14 (3): 261-293 (2005). Zolochevsky, A.; Yeseleva, E.; Ehlers, W., An anisotropic model of damage for brittle materials with dzfferent behavior in tension and compression. Forschumg im ingenieurwesen-Engineering Research, 69 (3): 170-180 (2005). Wu, J.-Y .; Li, J.; Faria, R., An energy release rate-basedplastic-damage model for concrete. lnternational Journal of Solids and Structures. 43 (3-4): 583-612 (2006). Bielski, J.; Skrzypek, J.J.; Kuna-Ciskal, H., Implementation of a model of coupled elastic-plastic unilateral damage material tojnite element code. International Journal of Damage Mechanics, 15 (1): 5- 39 (2006). Contrafatto, L.; Cuomo, M., A framework of elastic-plastic damaging model for concrete under multiaxial stress states. lnternational Journal of Plasticity, 22 (12): 2272-2300 (2006). Contrafatto, L.; Cuomo, M., Comparison of two forms of strain decomposition in an elastic-plastic damaging model for concrete. Modelling and Simulation in Materials Science and Engineering, 15 (4): S405-S423 Sp. Iss. SI (2007). Cicekli, U.; Voyiadjis, G.Z.; Abu Al-Rub, R.K., A plasticity and anisotropic damage model for plain concrete. International Journal of Plasticity, 23 (10-1 1): 1874-1900 (2007). Wu, J.-Y.; Li, J. On the mathematical and thermodynamical descriptions of strain equivalence based anisotropic damage model. Mechanics of Materials, 40 (4-5): 377-400 (2008).

Krajcinovic D. and Mastilovic S., Some Fundamental Issues of Damage Mechanics, Mechanics of Materials 21: 217-230 (1995), U H T H P ~ H je y:

Lee, U., Lesieutre, G.A., and Fang, L., Anisotropic Damage Mechanics Based on Strain-Energy Equivalence and Equivalent Elliptic Microcracks, International Journal of Solids and Structures, 34 (33- 34): 4377-4397 (1 997) Park, T. and Voyiadjis, G.Z., Kinematic Description of Damage, Journal of Applied Mechanics-

Transactions of the ASME, 65 (1): 93-98, (1998) Zioupos, P. and Casinos, A., Cumulative Damage and the Response of Human Bone in 2-Step Loading Fatigue, Journal of Biomechanics, 31 (9): 825-833, (1998) Bhattacharya, B., Ellingwood, B., Continuum Damage Mechanics-Based Model of Stochastic Damage Growth, Journal of Engineering Mechanics-ASCE, 124 (9): 1000-1009, (1998) Zheng, Q.S. and Collins, I.F., The Relationship Between Damage Variables and Their Evolution Laws and Microstructural and Physical Properties, Proceedings of the Royal Society of London Series A - Mathematical Physical and Engineering Sciences, 454 (1973): 1469-1498, (1998) Qi, W.D. and Bertram, A., Anisotropic Continuum Damage Modeling for Single-Crystals at High- Temperatures, lnternational Journal of Plasticitv, 15 (1 1): 1197-1215, (1999) Augusti, G. and Mariano P.M., Stochastic Evolution of Microcracks in Continua, Computer Methods in Applied Mechanics and Engineering, 168 (1-4): 155-171, ( 1 999) Yang, Q, Zhou, W.Y., and Swoboda, G., Micromechanical Identijcation of Anisotropic Damage Evolution Laws, International Journal of Fracture, 98 (1): 55-76, (1999) Li, C.S. and Ellyin, F., A Mesomechanical Approach to Inhomogeneous Particulate Composites Undergoing Localized Damage -Part I - A Mesodomain Simulation, lnternational Journal of Solids and Structures, 36 (36): 5529+, (1999) Bhattacharya, B, and Ellingwood, B., A New CDM-Based Approach to Structural Deterioration, International Journal of Solids and Structures, 36 (12): 1757-1779, (1999) Feng, X.Q., Qin, Q.H., and Yu, S.W., Quasi-micromechanicsl damage model for brittle solid with interacting microcracks, Mechanics of Materials, 36 (3): 261-273, (2004) Pensee, V, Kondo, D., Micromech. of anisotropic brittle damage: comparative analyses between a stress based and a strain based formulation, Mechanics of Materials, 35 (8): 747-761, (2003) Ker, R.F., The implications of the adaptable fatigue quality of tendons for their construction, repair and

function, Comuarative Biochemistry and Physiology A-Molecular and Integrative Physiology, 133 (4): 987-1000 (2002) Zheng, Q.S. and Zou, W.N., Orientation distribution functions for microstructures of heterogeneous

materials (I) - Discretional distribution functions and irreducible tensors, Applied Mathematics and Mechanics-English Edition, 22 (8): 865-884, (2001)

Qiang, Y., Li, Z.K., Tham, L.G., An explicit expression of second-order fabric-tensor dependant elastic compliance tensor, Mechanics Research Communications, 28 (3): 255-260, (2001) Zou, W.N., Zheng, Q.S., Du, D.X., and Rychlewski, J., Orthogonal irreducible deconmpositions of tensors ofhigh orders, Mathematics and Mechanics of Solids, 6 (3): 249-273, (2001) Tikhomirov, D., Niekamp, R., and Stein, E., On three-dimensional microcrack density distribution, Zeitschrift Fur Anaewandte Mathematik Und Mechanik, 81 (1): 3-16, (2001) Chen, W. and Ravichandran, G., Failure mode transition in ceramics under dynamic multiaxial compression, International Journal of Fracture, 101 (1-2): 141-159 (2000)

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Krajcinovic, D., Selection of damage parameter - Art or science? Mechanics of Materials, 28 (1-4): 165- 179 (1998) Zioupos, P. Recent developments in the sturfv offailure of solid biomaterials and bone: 'jiracture' and 'pre-jiracture' toughness. Materials Science & Engineering C-Biomimetic Materials Sensors and Systems, 6 (1): 33-40 (1998 Krajcinovic, D. Damage mechanics: accomplishments, trends and nee&. International Journal of Solids and Structures, 37 (1-2): 267-277 (2000). Tikhomirov, D.; Niekamp, R.; Stein, E., On three-dimensional microcrack density distribution, Zeitschrift Fur Angewandte Mathematik Und Mechanik, 81 (1): 3-16 (2001). Carol, I.; Rizzi, E.; Willam, K., An 'extended' volumetric/deviatoric formulation of anisotropic damage based on a pseudo-log rate. European J. Mechanics A-Solids, 21 (5): 747-772 (2002). Zhao, J.; Silberschmidt, V.V. Microstructure-based damage andpacture modelling of alumina coatings. Computational Materials Science, 32 (3-4): 620-628 (2005). Jendli, Z.; Fitoussi, J.; Meraghni, F.; Baptiste, D. Anisotropic strain rate effects on thefibre-matrix interface decohesion in sheet moulding compound composites. Composites Science and Technoloav, 65 (3-4): 387-393 (2005). Fitoussi, J.; Meraghni, F.; Jendli, Z.; Hug, G.; Baptiste, D. Experimental methodology for high strain- rates tensile behaviour analysis ofpolymer matrix composites. Composites Science and Technology, 65 (14): 2174-2188, (2005). Herz, E.; Vormwald, M. , Simulation of damage and creep processes in asphalt Materialwissenschaft Und Werkstofftechnik, 37 (12): 1018-1025, (2006). Sands, C.M.; Henderson, R.J.; Chandler, H.W. A three dimensional computational model of the mechanical response of a dual-phase ceramic Computational Mater. Scienc, 39: 862-870, (2007)

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Mastilovic et al., 1996: Q ~ T je npki~as HeKm T M ~ M S H M X n p o 6 n e ~ a ~ojki ce onHoce Ha npouec @op~ynaukije KoHc-rkiTyTkiBHor onkica MaKpocKoncKor noaamaba ~ a ~ e p k i j a n a ki e@e~-m CTOXaCTkiSKe MkiKPOCTPYKType MaTepkiJaJl Ha OBO nOHaUlabe. np06neMaTkiKa je kinyCTp0BaHa Ca HeKOnHKO IIpkiMepa.

Krajcinovic et al., 2000: I Ipoysasa~a je no~anki3aukija cneuki@kis~e ne@op~aukije KOA KPTWX

~a~epk i jana kisnoxe~kix BenkiKkiM 6p3kiHaMa ne@op~kicaba. IIpkicTyn je s a c ~ o s a ~ Ha eKCnepkiMeHTZiJIHkiM nOAaukiMa K O ~ M ~ I J I ~ C T P Y ~ Y npena3 Ca CTaTkiCTkiSKki Y H M @ O P M H ~ @83e o m ~ e h e b a Ha @asy y ~ o j o j je oru~ehebe ne@ki~kica~o CToxacTkiqKoM MBKPO- ki M ~ ~ O C T P ~ K T ~ P O M

ki ~ P ~ M H O M ~e@opMkicaba. ~ O C M ~ T ~ ~ H Ca TePMO~kiHaMkiqKOr CTaHOBkiUTa npOueC je HeCTaukiOHapaH, HenOKUaH, ki HepaBHOTeXaH, a rYCTHHa o m ~ e h e b a je BeOMa BenkiKa. M e ~ o n AkiHaMkiKe qeCTMua ( M O ~ ~ ~ @ C I K O B ~ H ~ AkiHaMkiKa MoJIeKyna) IIpkiMebeH y OBOM pan)' 0 ~ 0 ~ h y J e AeTasbaH ~ B M A y y npkipony npoySaBaHor npoueca, m ~ o je on senme BaxHocTki 3a npoyqasabe @ H ~ M K ~ npoMeHe cTaba.

Lubarda et a]., 1994: AaTJe npkiKa3 KOHCTkiTyTHBHe aHtUki3e our~eheba 3aCHOBaHe Ha 6~3ki~ki ne@op~kicaba (rate-type) npkiMebkise Ha KpTe ~a~epk i jane skije enac-rwsse oco6kiae nerpankipajy TOKOM npoueca ~e@op~auki je . M o n e n o ~ je 06yxaahe~o pa3nkiski~o noHamabe ~ a ~ e p ~ j a n a npki o n ~ e p e h e n k i ~ a Ha s a ~ e s a b e w npwTwcaK, ~ o p w u r l i e b e ~ ~ O ~ P ~ T P ~ B H M X M

HeraTwBHwx npoje~ukija ~ e ~ s o p a HanoHa w cneuw@kiSae ~e@op~auki je . O o p ~ y n w c a ~ w ~ ~ K O H W

npoMeHe ~ e ~ s o p a 6p3ki~e npoMeHe nonycTfikiBocTki (rate of compliance tensors) ~a~epk i jana ca BpeMeHoM ce cnaxy ca HeKkiM on ~ a j ~ a x ~ k i j k i x O C O ~ C I H ~ ne@op~kicaba KPTMX ~a~epki jana . Qe@w~kica~ je opwrkiHanaH o6nki~ nospmki o m ~ e h e b a ~ojki o ~ o r y h y j e TasaH onkic y~wuaja XkinpocTaTkiSKe KoMnoHeHTe HanoHa Ha yKynHo noHama%e ~a~epk i jana . IIpennoxe~w Monen je kinycTosaH Ha npwMepy j e n ~ o o c ~ o r s a ~ e s a b a ki npkiTkicKa, ki ynopef ie~ je ca HeKkiM on ~ I O C T O ~ ~ ~ H X ~eopkija.

Krajcinovic and Mastilovic, 1995: I Ipoyge~a cy ~ p a ~ e p u j y ~ a 3a a36op napaMeTpa o r r r ~ e h e ~ a . P ~ ~ M O T ~ ~ H H Cy IIapaMeTpki 0LLITeheKa y o 6 n a ~ y TeH3Opa HynTOr ( c K u ~ ~ ) , ApyrOr, '4eTBpTOr W

ruec-ror peaa. EIsspe~o je nope l j e~e Ha6pojaHkix o 6 n a ~ a napaMeTpa o r r r ~ e h e ~ a ca aHanaTawaM perrreKaMa n o 3 ~ a ~ a ~ a3 MaKpoMexaHaKe. AHUH~OM ~ a j y ~ a q a j ~ a j a x acneKaTa npo6ne~a aorrrno ce no sawbyg~a aa T ~ H S O P e @ e ~ ~ a s ~ e qspc~ohe (T~HSOP geTspTor peas) npeac-rasha ~ a j w c n p a s ~ a j a a36op 3a napaMeTap 0ruTeheKa.

Lubarda et al., 1996a: P a 3 ~ o ~ p e ~ o je onaxaKe a a ynpKoc ToMe r u ~ o wIacaww noc-ryna-ra ~ e o p a j e nnacTaqHocTa Apa~epa a EIhyrua~a yonlrr-re yses Hacy npaMeKaaa Ha ~ a ~ e p u j a n e wije noaarrraKe KapaKTeparrre ~ e - a c o q a j a ~ a s ~ o TeqeKe (non-associative flow rules), noaarrraKe osax ~ a ~ e p a j a n a 3a m o r e HanoHcKe a , q e @ o p ~ a s a o ~ e sawryce a ycnose on~epeheba ~ a j e y cynpoTHocTa ca ~ e j e a ~ a q a ~ a ~ a ~ o j e ,qe@a~arrry ose noc-ryna-re, nojasa je anycTposaHa Ha npwMepy ~ a ~ e p a j a n a w j e noaarrrabe KapaKTeparrre aana~asa ja s a s a c ~ a on npaTacKa (pressure-dependent dilatant materials) y ycnosaMa K O M ~ U H O B ~ H O ~ on~epeheba Ha cMasabe a IIpkiTkiCaK, ki TpOOCHki IIpkiTUCaK.

Lubarda et al., 1996b: A ~ @ M H M C ~ H je HOBM o 6 n a ~ an" Moaena ~ o j a y s a ~ a y o63ap J ~ B B C H O C T nposeca a e @ o p ~ a s a j e on npaTacKa (pressure-dependent cap model), ~ o j a je y M O I Y ~ H O C T ~ ~ aa OnkiIUe KpTO-ayKTkilIHy TpaH3kiskijy npki CTaTki'4KOM 0nTepehki~aby IIOP03HklX c-reaa. Moaen ce cac~o ja on ApaKep-nparepo~or KoHyca 09sprrrhasaKa ca ~ e - a c o q a j a ~ a s ~ a ~ TesebeM, enancoaaa ca a c o q a j a ~ a s ~ a ~ TeqebeM ~ o j a npecesa xaapocTaTawy ocy, a nosplrra noMa. I I p a s a n ~ a ~ K O M ~ M H O B ~ K ~ M ~ e - a c o q a j a ~ a s ~ a x a a c o q a j a ~ a s ~ a x nosprrra Teqeba a 3 6 e r ~ y ~ e cy ~ e r r r ~ o h e ca caHrynapaTeToM Ha Mec-ry npeceKa ase nosprua. T ~ ~ H O C T ~ o a e n a je anycTposaHa KopkiIIIhebeM eKcnepaMeHTanHax p e 3 y n ~ a ~ a (Tpooc~a ~ o ~ n p e c a j a ) .

Mastilovic and Krajcinovic, 1999a; Krajcinovic and Mastilovic, 2001: A ~ T je npaKa3 ~opkirrrheba IIOaaTaKa ~06kijeHkix HYMepMgKWM C H M Y J I ~ ~ B J ~ M ~ MeTOaOM ABHaMBKe qeCTklUa 351 pmsoj aHanaTawor Moaena aaHaMawor rrrapeba sanaHapawor o-rsopa y K ~ T O M ~ a ~ e p a j a n y . Osa ~ e ~ o a o n o r a j a ~ y a a anTepHaTasy ~ I o c T o ~ ~ ~ ~ M npac-ryny npo6ne~y aHanaTawor Moaenapaba noaarrraba ~ a ~ e p a j a n a y ycnosma AaHaMawor on~epeheba ~ o j a ce s a c ~ a s a Ha @ ~ H O M ~ H O ~ O L I I K B M KOHCTBTYTHBHHM 3aKOHBMa B3BeaeHklX Ha OCHOBY MaKPOCKOnCKBX onaxaba. Y paay je n o ~ a 3 a ~ o a a ce, y cnygajy HeaocTaTKa eKcnepaMeHTanHax noaaTaKa, yna3Hki IIOaaski 3a aHUkiTMqK0 MOaeJIkipaKe (Tj., KBt3JIkiTaTBBHB B KBaHTBTaTBBHB aCneKTB a e @ o p ~ a s a j e a orrr~eheba) Mory a o 6 a ~ a Ha OCHOBY p a s ~ a ~ p a ~ a x HyMepasKax ca~ynaqa ja . Y KoHKpeTHoM npaMepy ( P o p ~ y n a c a ~ je j e a ~ o c ~ a s a ~ Moaen ~ o j a a nopea Manor 6poja napaMeTapa ycnelrrHo penpoayqje ocHosHe acneme @H~HSKOI- nposeca.

Mastilovic and Krajcinovic, 1999b; Krajcinovic and Mastilovic, 1999: A ~ T je npaKa3 IIpkiHqkiIIa CTaTkiCTkigKe MeXaHkiKe ~0pkiIIlheHki~ npkiJIkiKOM akicKpeTki3aqkiJe KOHTWHYYMa n 0 ~ 0 h y Bopo~ojesax henaja a baMa a y a n ~ a x Aena~ejeskix Mpexa. Ae@kiHacaHe cy ~ e o p a j c ~ e OCHOBe ki TeXHkiKa npkiMeHe MeTOae AkiHaMkiKe '4eCTkiqa ( M ~ T O A ~ Mpexa=lattice models). Texarrr~e a a c q c a j e je Ha K P T O ~ a K B ~ H - K P T O ~ ae@op~aqa ja ~ a ~ e p a j a n a ca cToxacTawoM M ~ K ~ o c T ~ ~ K - ~ ~ ~ o M . I I p e a c ~ a s ~ b e ~ a cy a p e 3 y n ~ a ~ a O ~ M M H O ~ paaa ca saheM a a ce oapeae o6nasa ki AOMBHaHTHW aCneKTki nOHaIIIaba aOTki'4He KJIaCe MaTepkijaJIa y YCnOBkiMa BenkiKkiX 6 p s a ~ a a e @ o p ~ a c a b a .

Mastilovic and Krajcinovic, 1999c: 0 6 n a ~ o s a ~ je j e a ~ o c ~ a s a ~ aHankiTkiqKa Moaen 3a oapeljasabe ay6ki~e npoaopa KpyTor n p o j e ~ ~ a n a K P O ~ KPT ~ a ~ e p k i j a n c w r o ~ npcKaby Ha MkiKpO ki Me30 CKUki. Moaen je 3aCHOBaH Ha IIpeTXOaHO pa3MaTpaHkiM ki Y T B ~ $ ~ H M M

Krajcinovic and Mastilovic, 2000; Krajcinovic and Mastilovic, 2001: Msnorne~ je MkiKopoMexaHkiwki MoAen ,qe@op~aqkije ~a~epk i jana oceTfikiaor H a pasaoj MHKPO ki ~ e 3 0

npCKOTkiHa. Mo,qen je 3aCHOBaH H a TePMOAkiHaMkiIJki HenOBpaTHkiX npOueCa ki MeXaHkiqki JIOMa.

npoqecki Cy pa3MOTpeHki H a pa3nkiYkiTkiM CKaJIaMa ( ~ T O M C K ~ , MkiKPO, Me30, kI M ~ K ~ O ) nOBe3aHkiM

npoqecoM xo~ore~ki3aukije. EIsnorne~a cy orpaakiqeba AoTkiwor nocTynKa MoAenkipaba.

Krajcinovic et al., 1998: P ~ ~ M O T ~ ~ H H cy KkiHeTkimki ki HeAeTepMkiHkicTkiwki acneKTki npenacKa ca KpTor H a K B ~ ~ H K P T H MOA ,qe@op~aukije (brittle to quasi-brittle transition). YBPCTH ~ a ~ e p k i j a n je npeAcTaafieH MpernoM "~ec~kiua K O H T A H ~ ~ M ~ ~ ~ (''continuum particles") ki pasaoj our~eheba y BpeMeHy je IIpOyYaBaH KopkiUIhebe~ H)'MePkiYKe MeTOAe AMHaMMKe SeCTMIJa. npar T P ~ H ~ M ~ M J ~

ki3 K P T O ~ y K B ~ ~ H K P T M MOA ,qe@op~kicaba je npoqebeH H a o c ~ o a y 6p3ki~e npoMeHe KopenaukioHe AyrnkiHe. npe~norne~ki MoAen je MnycTpoaaH H a npkiMepy noMa ycneA riysaba, no~mkisaukije cneqki@m~e ,qe@op~aqkije, ki AkiHaMkiwor rukipeba qkinkiHApkiwor oTaopa y KPTOJ IInOSM.

Mastilovic et a]., 2008: ~ I A ~ H T H @ H K O B ~ H je H AHCKYTOBaH JfpeT)yjyhH e@eKaT KHHeTHsKe e ~ e p r ~ j e H a

AHMaHHsKO llOHaIIIa&e KPTUX CHCTeMa. ~ ~ M O H C T P H ~ ~ H O je osspmhasane KPTHX ~a~epkijana npH nosehany 6 p s ~ ~ e A ~ @ o ~ M H c ~ & ~ . ~ H C K Y T O B ~ H H CY HeKH CTaTHCTHsKH napaMeTpH OBHX CTOXaCTHsKHX

nojasa.

Mastilovic, 2008: P ~ ~ M O T ~ ~ H H CY KAHeTHsKH aCneKTH Kopki~heIba MeTOAe "secTH&3 KOHTHHYYMSL)'

("continllllm particles"). ~ I o K ~ ~ ~ H o je ~a je OBa ABOAHMeH3kiOHanHa MpeXa eKBHBaneHTHa

TPOAHMeHSHOHaJIHOM KOHTHHyyMy CaMO Y HAeanHOM ~JIysajy Kana H e IIOCTOJH H ~ Y ~ ~ ~ ) ~ H O C T 6 ~ n o K0je

spcTe. T ~ K o T ) ~ je o6jaurne~ npena3 ca K P ~ T K O T P ~ ~ H H X H a n y r o ~ p a j ~ e enacTHsHe KoHcTaHTe npn AHHaMHsKOM OA3HBY KPTOr CHCTeMa H H A ~ H T M @ H K O B ~ H H CY 0~r0BapajyhH IIpella3HH IIapaMeTpH.

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no~asu j e 3a cnposoT)ene ~ ~ H ~ O A H H X H MapmpyTHax Mepena panu n p e u ~ 3 ~ o r y ~ s p T ) ~ s a n a n o ~ e ~ u u j a n a , TOIIOKnHMaTCKHX KapaKTepHCTHKa H IIpOCTOpHO-BpeMeHCKOr npo@Hna MepOAaBHMx IIapaMeTapa. OBaJ a ~ n a c je HeOnXOAaH AOKYMeHT 3a pa3~0j BeTpOeHepreTHKe y C p 6 ~ j ~ .

EMEJIkIOTPA<SMJA Y IIOCJIEABHX IIET TOAMHA - OA IIOCJIE&BET M3EOPA Y H A N H O 3BABE (2004-2009)

1. Mastilovic, S. Investigation of Dynamic Behavior of Brittle Solids bz Discrete Systems Models, Faculty of Construction Management, (2008).

M20 0 P ~ O B M 06JABbEHM Y HAYYHMM YACOnMCMMA MEbYHAPOAHOf 3HAYAJA

1. Rinaldi A., Krajcinovic D., and Mastilovic S., Statistical Damage Mechanics and Extreme Value Theory. Internat. Journal of Damage Mechanics 16, pp. 57-76, (2007).

O ~ K T O ~ ~THI&~~HOCTH: 1.750 (2007), Ka~eropkija H PaHr Ha SCI JIHCTH: Mexa~HKa: 1311 12 (2007)

2. Mastilovic S., Rinaldi A., Krajcinovic D. Ordering effect of kinetic energy on dynamic deformation of brittle solids. Mechanics of Materials, 40 (4-5): 407-4 17 (2008).

O ~ K T O ~ ~ T U U ~ ~ H O C T H : 2.374 (2008.), KaTeropHja H paHr Ha SCI JIHCTH: Mexa~HKa: 911 12 (2008).

3. Mastilovic S. A Note on Short-Time Response of Two-Dimensional Lattices During Dynamic Loading. International Journal of Damage Mechanics 17: 357-361, (2008).

O ~ K T O ~ ~ T H ~ ~ ~ H O C T H : 1.971 (2008), Ka~eropHja n paHr Ha SCI JIHCTH: M ~ x ~ H H K ~ : 1411 12 (2008)

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PAA CAOnUITEH HA CKYllY MEGYHAP. CKYnA UITAMII. Y UEJHHM , M33 - 1 ( 1 ~ 4 = 4 )

1. Mastilovic, S. And Krajcinovic, D. Particle dynamics simulations of expansion of a cylindrical cavity within an infinite brittle medium, The First International Conference on Computational Mechanics, Belgrade, Serbia and Montenegro, November 15-1 7, (2004).

2. Mijuca D., Mastilovid S., A Novel One-To-One Multiscale Approach to Computational Mechanics ofMaterials, D., 1st International Workshop on Nanoscience & Nanotechnology IWON 2005 and 4th COSENT Annual Meeting Belgrade, November 15 - 18, pp. 180-1 86 (2005).

3. Mastilovic S. Ordering Effect of Kinetic Energy on Dynamic Deformation of Brittle 2 0 Truss Lattices. 2nd Int. Congress of SSM (IConSSM 2009). Palic, Serbia (2009).

4. Mastilovic S. Short-Time and Long-Time Response of Brittle 2 0 Truss Lattices. 2nd Int. Congress of SSM (IConSSM 2009). Palic, Serbia (2009).

1. Mijuca D, and Mastilovid S., A Multiscale Approach to Computational Mechanics of Materials, 15th International workshop on computational Mechanics of Materials, IWCCM 15, Max-Planck-Institut fur Eisenforschung GmbH, Diisseldorf, Germany, Sept. 19-20, (2005)

1. Mastilovic S. and Krajcinovic D., Particle dynamics simulations of expansion of a cylindrical cavity within an infinite brittle medium. Theoret. Appl. Mech. 31 (3-4): 338-348 (2005).

2. Gburcik P, Gburcik V, Gavrilov M, Srdanovic V, Mastilovic S, Clornplemenjui*.~ Regimes of Solur ond IViit/ind E n e r ~ y in Serhiu. Inler~~ational Scientilic Journal, Geographica Pannonica 10: 22-25, (2006).

3. Mastilovic S. On elastic response of disordered triangular lattice during dynamic loading. Theoretical and Applied Mechanics 35 (1-3): 253-263, (2008).

1, r6ypski~ n., r6ypski~ B., Mac~HnosHh C., Y T H U ~ ~ MHKpOKnHMaTCKHX YCnOBa Ha IIpo@r?JIe eaepruje cyHqa H se-rpa, Met)y~. case-rosane "EHEPTETMKA 2006", 3na~r?60p, C p 6 ~ j a (2006).

2. GburEik V., MastiloviC S., SrdanoviC V., VuEiniC Z., Benefits of Complementarity of Solar and Wind Energy Potentials on Stability of Industrial Energy Supply. Regional Conference: Industrial Energy and Environmental Protection in Southeast Europe, ISBN 987-86-7877-01 0-4, V-21, pp. 1-1 0,24-27 June 2008, Zlatibor, Serbia (2008).

KPMTMYICA EBAJYAVMJA ITOAATAICA, 6A3A ITO&4TAICA, BHTEPHO ITY6JII4KOBAHO.. ., M86 - 2 (0.25~1=0.25)

1. C ~ ~ ~ H O B H ~ B., ~ ~ Y P ' I H K n., ~ ~ Y P ' I H K B., Mac-rtinos~h C. B Y ~ H H H ~ x., TO~OPOBHB A., rp03~Hh T., CTOHI~KOBH~ 3., 60josHh A., M ~ H H B ~ H H H A., Amnac e ~ e p z e m c ~ o z nome~z.+ujana cyHz.+a u eempa CpGuje, TA-70426, MHCTHTYT 3a Myn-rHnHcqHnnHHapHa Hc-rpaxtisana, 6eorpan (2008)

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