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Chapter 5. Model performance and numerical predictionsInitial load angle 60Peak Strength6.0% of fiber content3.0% of fiber contentPlain InterfaceInitial load angle 45Peak Strength6.0% of fiber content3.0% of fiber contentPlain InterfaceFigure 5.18: Polar plots of post-cracking analysis of TS3 and TS4 for different concrete types:plain concrete and SFRC with “Dramix type I” fibers having fiber contents of 3.0% and 6.0%.110
5.2. Cracking analysis of the proposed interface model for FRCCInitial load angle 75Peak Strength6.0% of fiber content3.0% of fiber contentPlain InterfaceInitial load angle 90Peak Strength6.0% of fiber content3.0% of fiber contentPlain InterfaceFigure 5.19: Polar plots of post-cracking analysis of TS2 and UT for different concrete types:plain concrete and SFRC with “Dramix type I” fibers having fiber contents of 3.0% and 6.0%.111
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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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Page 93 and 94: 4 Bond behavior of fibers in cement
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Page 107 and 108: 4.4. Fracture energy-based interfac
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Page 117 and 118: 4.6. Closing remarksMPa3.02.5Pi N2.
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Page 121 and 122: 5.1. Numerical analysesones mention
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Page 169 and 170: 7.1. Basic assumptionsSection at no
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Chapter 8. Elasto-plastic microplan
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Chapter 9. Conclusionsof first-crac
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Chapter 9. Conclusionsfibers in con
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Chapter 9. Conclusions9.6 Future re
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BibliographyN. Banthia and N. Nanda
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BibliographyM. Butler, V. Mechtcher
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BibliographyCUR. Bepaling van de Bu
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BibliographyEN-12390-3. Testing of
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BibliographyT. Guttema. Ein Beitrag
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BibliographyE. Kuhl, P. Steinmann,
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BibliographyO. Manzoli, J. Oliver,
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BibliographyK. Park, G. Paulino, an
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BibliographyI. Singh, B. Mishra, an
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BibliographyG. Wells and L. Sluys.
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