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BibliographyO. Manzoli, J. Oliver, G. Diaz, and A. Huespe. Three-dimensional analysis of reinforcedconcrete members via embedded discontinuity finite elements. IBRACON, 1(1):58–83, 2008.V. Mechtcherine. Towards a durability framework for structural elements and structuresmade of or strengthened with high-performance fibre-reinforced composites.Construction and Building Materials, 31(0):94 – 104, 2012.G. Meschke and P. Dumstorff. Energy-based modeling of cohesive and cohesionlesscracks via X-FEM. Computer Methods in Applied Mechanics and Engrg., 196(21-24):2338 – 2357, 2007.F. Minelli and F. Vecchio. Compression field modeling of fiber-reinforced concretemembers under shear loading. ACI Structural J., 106(2):244–252, 2006.D. J. Moes, N. and T. Belytschko. A finite element method for crack growth withoutremeshing. Int. J. for Numerical Methods in Engrg., 46:131–150, 1999.A. Naaman and H. Najm. Bond-slip mechanisms of steel fibers in concrete. ACIMaterials J., 88:135–145, 1991.A. Naaman and H. Reinhardt. Proposed classification of HPFRC composites based ontheir tensile response. Materials and Structures, 39:547–555, 2006.M. Nataraja, N. Dhang, and A. Gupta. Stress-strain curves for steel-fiber reinforcedconcrete under compression. Cement and Concrete Composites, 21(5-6):383 – 390,1999.NB. Sprayed Concrete for Rock Support - Technical Specifications and Guidelines. NorvegianConcrete Association, 7, 74 pp., 1993.NBN-B-15-238. Essai des betons renforces des fibres. Essai de Flexion sur eprouvettes prismatiques(Testing of fiber reinforced concrete. Bending test on prismatic specimens).Belgian Code - In French, 1992.NFP-18409. Beton avec fibres metalliques - Essai de flexion (Steel Fiber Concrete - Bendingtest). French Code - In French, 1993.G. D. Nguyen. A thermodynamic approach to non-local damage modelling of concrete.International Journal of Solids and Structures, 45(7-8):1918 – 1934, 2008.T.-H. Nguyen, A. Toumi, and A. Turatsinze. Mechanical properties of steel fibre reinforcedand rubberised cement-based mortars. Materials & Design, 31(1):641 – 647,2010.192
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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 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 206 and 207: BibliographyN. Banthia and N. Nanda
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,
Page 220 and 221: BibliographyK. Park, G. Paulino, an
Page 222 and 223: BibliographyI. Singh, B. Mishra, an
Page 224: BibliographyG. Wells and L. Sluys.
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