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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 2. Experimental characteriz
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Chapter 2. Experimental characteriz
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Chapter 2. Experimental characteriz
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Chapter 2. Experimental characteriz
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Chapter 2. Experimental characteriz
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Chapter 2. Experimental characteriz
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Chapter 3. Zero-thickness interface
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Chapter 3. Zero-thickness interface
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Chapter 3. Zero-thickness interface
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Chapter 3. Zero-thickness interface
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Chapter 3. Zero-thickness interface
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Chapter 3. Zero-thickness interface
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Chapter 3. Zero-thickness interface
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Chapter 3. Zero-thickness interface
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Chapter 3. Zero-thickness interface
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Chapter 3. Zero-thickness interface
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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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4.3. Elasto-plastic joint/interface
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4.3. Elasto-plastic joint/interface
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4.3. Elasto-plastic joint/interface
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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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4.5. Numerical results and experime
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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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5.2. Cracking analysis of the propo
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5.2. Cracking analysis of the propo
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5.3. Closing remarksconnecting node
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Chapter 6. Structural scale failure
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Chapter 6. Structural scale failure
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Chapter 6. Structural scale failure
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Chapter 6. Structural scale failure
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Chapter 6. Structural scale failure
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Chapter 6. Structural scale failure
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Chapter 6. Structural scale failure
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Chapter 6. Structural scale failure
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Chapter 6. Structural scale failure
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Chapter 6. Structural scale failure
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Chapter 6. Structural scale failure
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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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- 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
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