compatibility of ultra high performance concrete as repair material

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6 ReferenceAbu-Tair, A. I., Rigden, S. R., and Burley, E. (1996). "Testing the bond between repairmaterials and concrete substrate." ACI Materials Journal, 93, 553-558.ACI 318-11 (2011). "Building Code Requirements for Structural Concrete andCommentary." American Concrete Institute, 503.ACI 546.3R-06 (2006). "Guide for the Selection of Materials for the Repair of Concrete."American Concrete Institute, Farmington Hills, MI, 34.ACI 546R-04 (2004). "Concrete Repair Guide." American Concrete Institute, 53.ASTM C31 / C31M-09 (2009). "Standard Practice for Making and Curing Concrete TestSpecimens in the Field." ASTM International, ed.West Conshohocken, PA.ASTM C33 / C33M (2011). "Standard Specification for Concrete Aggregates."WestConshohocken,PA.ASTM C39 (2012). "Standard Test Method for Compressive Strength of CylindericalConcrete Specimens." Annual Book of ASTM Standards,, ASTM International,West Conshohocken, PA.ASTM C230 / C230M (2008). "Standard Specification for Flow Table for Use in Tests ofHydraulic Cement."West Conshohocken,PA.ASTM C496 (2004). "Standard Test Method for Splitting Tensile Strength of CylindricalConcrete Specimens."West Conshohocken,PA.102
ASTM C666 / C666M (2008). "Standard Test Method for Resistance of Concrete toRapid Freezing and Thawing."West Conshohocken,PA.ASTM C1583 / C1583M (2004). "Standard Test Method for Tensile Strength of ConcreteSurfaces and the Bond Strength or Tensile Strength of Concrete Repair andOverlay Materials by Direct Tension (Pull-off Method)."West Conshohocken,PA.ASTM C 882-05e1 (2005). "Standard Test Method for Bond Strength of Epoxy-ResinSystems Used With Concrete By Slant Shear." ASTM International, ed.WestConshohocken, PA.ASTM E 965-96 (2006). "Standard Test Method for Measuring Pavement MacrotextureDepth Using a Volumetric Technique."West Conshohocken, PA.Austin, S., Robins, P., and Pan, Y. (1999). "Shear bond testing of concrete repairs."Cement and Concrete Research, 29, 1067-1076.Beushausen, H. (2010). "The influence of concrete substrate preparation on overlay bondstrength." Magazine of Concrete Research, 62, 845-852.Bonaldo, E., Barros, J. A. O., and Lourenco, P. B. (2005). "Bond characterizationbetween concrete substrate and repairing SFRC using pull-off testing."International Journal of Adhesion and Adhesives, 25, 463-474.British Standard (1999). "Products and systems for the protection and repair of concretestructures. Test methods. Determination of slant shear strength." BSI, 12.Buitelaar, P. (2004). "Ultra High Performance Concrete: Development and applicationduring 25 years." Plenary Session international Symposium on UHPC.103
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COMPATIBILITY OF ULTRA HIGH PERFORM
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Table of ContentsList of Figures ..
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4.3.2 Discussion ..................
Page 7 and 8:
Figure 3.14 CSP index .............
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Table 4.7 Summary of indirect tensi
Page 11 and 12:
List of AbbreviationsACI.AFtASTM.CO
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1 Introduction and MotivationCurren
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2 Background and Literature ReviewT
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spaces and to decrease the amount o
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water/binder=constantChoose steel f
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UHPC formulations and provides a se
Page 24 and 25:
Table 2.3Comparison of UHPC materia
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esults obtained in this project wer
Page 28 and 29:
2.1.3.4 Environmental Impact of UHP
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1997). Emmons and Vaysburd (1996) d
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e) ConstructabilityIt is recommenda
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Table 2.5, continuedCementitious ma
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• Rehabilitation of a bridge pier
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UHPC is a cost-effective solution i
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apparatus will measure the shear st
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substrate while the scarifying meth
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such test configuration, this upper
Page 46 and 47:
From the equilibrium of forces of F
Page 48 and 49:
The first layer, also called penetr
Page 50 and 51:
3 MethodologyThis report aims to st
Page 52 and 53:
f sp = 2 ∗ PA ∗ π in psi Equat
Page 54 and 55:
that the bond interface, in this lo
Page 56 and 57:
Ductal® premix is typically compri
Page 58 and 59:
associated test results (temperatur
Page 60 and 61:
Figure 3.2 Detail of splitting tens
Page 62 and 63:
3.3.3 Pull-off testPull off test wa
Page 64 and 65: (a) Chipped surface, slightlybrushe
Page 66 and 67: (a) Molds to cast slant shearspecim
Page 68 and 69: Timber moulds were used to cast the
Page 70 and 71: macrotexture depth was measured in
Page 72 and 73: As shown in the above tables, the m
Page 74 and 75: (a) Concrete substrate under water
Page 76 and 77: used, as shown in Figure 3.17. A fa
Page 78 and 79: Equation 2.2 and Equation 2.3 were
Page 80 and 81: (a) Steel disks glued to the UHPC s
Page 82 and 83: value to the lowest one in the foll
Page 84 and 85: Transversal frequency (Hz)255025002
Page 86 and 87: 115113Relative Dynamic Modulus (%)1
Page 88 and 89: Only those specimens with a grooved
Page 90 and 91: Table 4.6, continued.MeanMeanCOV,st
Page 92 and 93: concrete or bond/concrete while for
Page 94 and 95: surface treatment applied. In contr
Page 96 and 97: Table 4.8Summary of slant-shear tes
Page 98 and 99: (a) B(C): Bond due to concrete fail
Page 100 and 101: 3143Bond Capacity, (psi)30002500200
Page 102 and 103: The different failure modes obtaine
Page 104 and 105: failures occurred in the concrete s
Page 106 and 107: property of the concrete has higher
Page 108 and 109: 5.1.1 Combination of Splitting Tens
Page 110 and 111: 5.1.4 Overall performancea. For thi
Page 112 and 113: mismatch and load eccentricity. Tho
Page 116 and 117: Climaco, J. C. T. S., and Regan, P.
Page 118 and 119: Graybeal, B., and Tanesi, J. (2007)
Page 120 and 121: Misson, D. (2008). "Influence of Cu
Page 122 and 123: Silfwerbrand, J. (1990). "Improving
Page 124 and 125: 7 Appendix: NSC mix designsTable 7.
Page 126 and 127: Table 7.33rd mix for the splitting
Page 128 and 129: Table 7.51st mix for the splitting
Page 130 and 131: Table 7.73rd mix for the splitting
Page 132 and 133: Figure 8.2 Concrete retarder inform
Page 134 and 135: Table 9.1, continued.BrBr w/oBr 300
Page 136 and 137: Table 9.2, continued.TrialBrushed 6
Page 138 and 139: 10 Appendix: Splitting tensile pris
Page 140 and 141: Table 10.1, continued.128
Page 148 and 149: Table 10.2Splitting monolithic NSC
Page 150 and 151: 11 Appendix: Slant-shear specimens
Page 156 and 157: PortionNumberof 1figures/tables/ill
Page 158 and 159: Figure 2.5Miguel Angel Carbonell Mu
Page 160 and 161: Miguel Angel Carbonell Munoz Mon, M
Page 162 and 163: Miguel - not sure what you need fro
Page 164 and 165:
End Page 1235Type of UsePortionNumb
Page 166 and 167:
Type of UseIntended publisher of ot
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