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BibliographyK. Park, G. Paulino, and J. Roesler. Cohesive fracture model for functionally graded fiberreinforced concrete. Cement and Concrete Composites, 40:956–965, 2010.S. Park, D. Kim, G. Ryu, and K. Koh. Tensile behavior of ultra high performance hybridfiber reinforced concrete. Cement and Concrete Composites, 34(2):172 – 184, 2012.R. Peerlings, T. Massart, and M. Geers. A thermodynamically motivated implicit gradientdamage framework and its application to brick masonry cracking. ComputerMethods in Applied Mechanics and Engrg., 193(30-32):3403 – 3417, 2004.E. B. Pereira, G. Fischer, and J. A. Barros. Direct assessment of tensile stress-crackopening behavior of strain hardening cementitious composites (SHCC). Cement andConcrete Research, 42(6):834 – 846, 2012.S. Pont and A. Ehrlacher. Numerical and experimental analysis of chemical dehydration,heat and mass transfers in a concrete hollow cylinder submitted to high temperatures.International Journal of Heat and Mass Transfer, 47(1):135 – 147, 2004.F. Puertas, M. Palacios, H. Manzano, J. Dolado, A. Rico, and J. Rodríguez. A model for thec-a-s-h gel formed in alkali-activated slag cements. Journal of the European CeramicSociety, 31(12):2043 – 2056, 2011.T. Rabczuk and T. Belytschko. Application of particle methods to static fracture ofreinforced concrete structures. Int. J. of Fracture, 137(1-4):19–49, 2006.T. Rabczuk, J. Akkermann, and J. Eibl. A numerical model for reinforced concretestructures. Int. J. of Solids and Structures, 42(5–6):1327 – 1354, 2005.F. Radtke, A. Simone, and L. Sluys. A computational model for failure analysis of fibrereinforced concrete with discrete treatment of fibres. Engrg. Fracture Mechanics, 77(4):597 – 620, 2010.RILEM-TC162-TDF. Test and design methods for steel fibre reinforced concrete: bendingtest. 2002.RILEM-TC162-TDF. Test and design methods for steel fibre reinforced concrete - σ - ɛdesign method: final recommendation. Mater Struct, 36(262):560 – 567, 2003.J. Rodriguez. Study of behavior of granular heterogeneous media by means of analogicalmathematical discontinuous models. Thesis presented to the Universidad Politecnicode Madrid, at Madrid, Spain, in partial fulfillment of the requirements for the degreeof Doctor of Philosophy (in Spanish), 1974.194
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Dottorato di Ricercain Ingegneria d
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AcknowledgementsI would like to exp
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Abstractinclusion of fibers and the
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ContentsAcknowledgementsAbstractTab
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Contents8.6.1 Tensile tests . . . .
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List of Figures2.1 Fine and coarse
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List of Figures4.16 Pull-out simula
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List of Figures6.14 Crack paths of
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List of Tables2.1 Mix design per cu
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Chapter 1. Introduction1.1.1 Fiber
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Chapter 1. Introductionthe fiber ad
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Chapter 1. Introductionand mechanic
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Chapter 1. Introduction[Vrech and E
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Chapter 1. IntroductionDespite the
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Chapter 1. Introduction(Figure 1.4)
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Chapter 1. IntroductionFigure 1.8:
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Chapter 1. Introductionfor structur
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Chapter 1. Introductioncracking beh
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Chapter 1. Introduction• "c" if 0
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Chapter 1. Introductionsumed due to
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Chapter 1. Introductionaleatoric na
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Chapter 1. IntroductionFigure 1.13:
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Chapter 1. IntroductionElement Meth
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Chapter 2. Experimental characteriz
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Chapter 3. Zero-thickness interface
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4 Bond behavior of fibers in cement
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4.2. Bond behavior of fibers in con
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4.3. Elasto-plastic joint/interface
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4.4. Fracture energy-based interfac
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4.4. Fracture energy-based interfac
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4.5. Numerical results and experime
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4.6. Closing remarksMPa3.02.5Pi N2.
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5 Model performance and numericalpr
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5.1. Numerical analysesones mention
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5.1. Numerical analysesshown in Fig
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5.1. Numerical analysesconsidered,
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5.1. Numerical analysestic behavior
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5.1. Numerical analysesσ MPa121086
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5.2. Cracking analysis of the propo
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4 03 02 01 001 0 09 08 07 06 05 04
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5.3. Closing remarksconnecting node
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Chapter 6. Structural scale failure
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7 Cracked hinge numerical modelfor
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Page 175 and 176: 7.4. Numerical predictionsvertical
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Page 200 and 201: Chapter 9. Conclusionsof first-crac
Page 202 and 203: Chapter 9. Conclusionsfibers in con
Page 204 and 205: Chapter 9. Conclusions9.6 Future re
Page 206 and 207: BibliographyN. Banthia and N. Nanda
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