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BibliographyG. Wells and L. Sluys. A new method for modelling cohesive cracks using finite elements.Int. J. for Numerical Methods in Engrg., 50:2667–2682, 2001.K. Willam, N. Bicanic, and S. Sture. Constitutive and Computational Aspects of Strain-Softening and Localization in Solids. ASME-WAM84, New Orleans, Symp. Vol. G00274Constitutive Equations: Micro, Macro and Computational Aspects, 233-252, 1984.Z. Xu, H. Hao, and H. Li. Experimental study of dynamic compressive properties offibre reinforced concrete material with <strong>di</strong>fferent fibres. Materials & Design, 33(0):42 –55, 2012.W. Yao, J. Li, and K. Wu. Mechanical properties of hybrid fiber-reinforced concrete atlow fiber volume fraction. Cement and Concrete Research, 33(1):27 – 30, 2003.M. Yip, Z. Li, B.-S. Liao, and J. Bolander. Irregular lattice models of fracture of multiphaseparticulate materials. Int. J. of Fracture, 140:113–124, 2006.H. Yuan, J. Teng, R. Seracino, Z. Wu, and J. Yao. Full-range behavior of FRP-to-concretebonded joints. Engrg. Structures, 26(5):553 – 565, 2004.J. Zhang and V. C. Li. Simulation of crack propagation in fiber-reinforced concrete byfracture mechanics. Cement and Concrete Research, 34(2):333 – 339, 2004.Z. Zhang, K. Liew, Y. Cheng, and Y. Lee. Analyzing 2D fracture problems with theimproved element-free Galerkin method. Engrg. Analysis with Boundary Elements,32:241–250, 2008.A. Zubelewicz and Z. Bazant. Interface element modeling of fracture in aggregatecomposites. J. of Engrg. Mechanics - ASCE, 113:1619–1630, 1987.198
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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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7.1. Basic assumptionsSection at no
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7.1. Basic assumptions1997, Stankow
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Page 175 and 176: 7.4. Numerical predictionsvertical
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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 218 and 219: BibliographyO. Manzoli, J. Oliver,
Page 220 and 221: BibliographyK. Park, G. Paulino, an
Page 222 and 223: BibliographyI. Singh, B. Mishra, an
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