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BibliographyN. Banthia and N. Nandakumar. Crack growth resistance of hybrid fiber reinforcedcement composites. Cement and Concrete Composites, 25(1):3 – 9, 2003.N. Banthia and M. Sappakittipakorn. Toughness enhancement in steel fiber reinforcedconcrete through fiber hybridization. Cement and Concrete Research, 37(9):1366 –1372, 2007.N. Banthia and J. Trottier. Test methods for flexural toughness characterization of fiberreinforced concrete: Some concerns and a proposition. ACI - Materials J., 92(1):48 –57, 1995.J. Barros and J. Figueiras. Flexural behavior of SFRC: Testing and Modeling. ASCE - J. ofMaterials in Civil Engrg., 11(4):331–339, 1999.J. Barros, V. Cunha, A. Ribeiro, and J. Antunes. Post-cracking behaviour of steel fibrereinforced concrete. Material Structures, 38(1):47 – 56, 2005.Z. Bazant and P. Gambarova. Crack shear in concrete: crack band microplane model.ASCE J. Struct. Eng., 110:2015–2035, 1984.Z. Bazant and B. Oh. Crack band theory for fracture of concrete. RILEM - MuterialStructures, 93:155–177, 1983.Z. Bazant and B. Oh. Efficient numerical integration on the surface of a sphere.Zeitschrift fur angewandte Mathematik und Mechanik, 66(1):37 – 49, 1986.Z. Bazant and B. Oh. Compression failure of quasibrittle material: Nonlocal microplanemodel. J. Eng. Mech. ASCE, 118(3):540–557, 1992.Z. Bazant and P. Prat. Microplane model for brittle plastic material: I. Theory. J. ofEngrg. Mechanics, 114(10):1672–1689, 1988a.Z. Bazant and P. Prat. Microplane model for brittle plastic material: II. Verification. J. ofEngrg. Mechanics, 114(10):1689–1703, 1988b.Z. Bazant, M. Tabbara, M. Kazemi, and G. Pijaudier-Cabot. Random particle model forfracture of aggregate or fiber composites. J. of Engrg. Mech., ASCE, 116:1686–1705,1990.Z. Bazant, Y. Xiang, M. Adley, P. Prat, and S. Akers. Microplane model for concrete: II:Data delocalization and verification. J. Eng. Mech. ASCE, 122(3):255–263, 1996a.Z. Bazant, Y. Xiang, and P. Prat. Microplane model for concrete. I: Stress-strain boundariesand finite strain. J. Eng. Mech. ASCE, 122(3):245–255, 1996b.180
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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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Page 156 and 157: Chapter 6. Structural scale failure
Page 167 and 168: 7 Cracked hinge numerical modelfor
Page 169 and 170: 7.1. Basic assumptionsSection at no
Page 171 and 172: 7.1. Basic assumptions1997, Stankow
Page 173 and 174: 7.2. Bond-slip bridging of fibers o
Page 175 and 176: 7.4. Numerical predictionsvertical
Page 177: 7.5. Closing remarksthe experimenta
Page 180 and 181: Chapter 8. Elasto-plastic microplan
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 208 and 209: BibliographyM. Butler, V. Mechtcher
Page 210 and 211: BibliographyCUR. Bepaling van de Bu
Page 212 and 213: BibliographyEN-12390-3. Testing of
Page 214 and 215: BibliographyT. Guttema. Ein Beitrag
Page 216 and 217: BibliographyE. Kuhl, P. Steinmann,
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Page 222 and 223: BibliographyI. Singh, B. Mishra, an
Page 224: BibliographyG. Wells and L. Sluys.
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