compatibility of ultra high performance concrete as repair material

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End Page 1235Type of UsePortionNumberof 2figures/tables/illustrationsFormatAre you the author of this NoElsevier article?Will you be translating?Order reference numberreuse in a thesis/dissertationfigures/tables/illustrationsboth print and electronicNoTitle of your Compatibility of Ultra High Performance Concretethesis/dissertation as repair material: BondExpected completion date Jun 2012Estimated size (number 150of pages)Elsevier VAT number GB 494 6272 12Permissions priceVAT/Local Sales TaxTotalTerms and Conditions0.00 USD0.0 USD / 0.0 GBP0.00 USD152
Copyright of Figure 2.9ELSEVIER LICENSETERMS AND CONDITIONSJul 23, 2012This is a License Agreement between Miguel Angel Carbonell Munoz("You") and Elsevier ("Elsevier") provided by Copyright ClearanceCenter ("CCC"). The license consists of your order details, the terms andconditions provided by Elsevier, and the payment terms and conditions.All payments must be made in full to CCC. For payment instructions,please see information listed at the bottom of this form.Supplier Elsevier LimitedThe Boulevard,Langford LaneKidlington,Oxford,OX5 1GB,UKRegisteredNumberCustomer nameCustomer addressCompany 1982084Miguel Angel Carbonell Munoz1801 C Woodmar DrHoughton , MI 49931License number 2954891368839License date Jul 23, 2012LicensedpublisherLicensedpublicationLicensed content titleLicensed content authorcontent ElsevierLicensed content date July 1999Licensed content volume 29numberLicensed content issue 7numberNumber of pages 10Start Page 1067End Page 1076content Cement and Concrete ResearchShear bond testing of concrete repairsSimon Austin,Peter Robins,Youguang Pan153
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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 ..................
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Figure 3.14 CSP index .............
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Table 4.7 Summary of indirect tensi
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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
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Table 2.3Comparison of UHPC materia
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esults obtained in this project wer
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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
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From the equilibrium of forces of F
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The first layer, also called penetr
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3 MethodologyThis report aims to st
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f sp = 2 ∗ PA ∗ π in psi Equat
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that the bond interface, in this lo
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Ductal® premix is typically compri
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associated test results (temperatur
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Figure 3.2 Detail of splitting tens
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3.3.3 Pull-off testPull off test wa
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(a) Chipped surface, slightlybrushe
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(a) Molds to cast slant shearspecim
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Timber moulds were used to cast the
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macrotexture depth was measured in
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As shown in the above tables, the m
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(a) Concrete substrate under water
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used, as shown in Figure 3.17. A fa
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Equation 2.2 and Equation 2.3 were
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(a) Steel disks glued to the UHPC s
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value to the lowest one in the foll
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Transversal frequency (Hz)255025002
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115113Relative Dynamic Modulus (%)1
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Only those specimens with a grooved
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Table 4.6, continued.MeanMeanCOV,st
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concrete or bond/concrete while for
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surface treatment applied. In contr
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Table 4.8Summary of slant-shear tes
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(a) B(C): Bond due to concrete fail
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3143Bond Capacity, (psi)30002500200
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The different failure modes obtaine
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failures occurred in the concrete s
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property of the concrete has higher
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5.1.1 Combination of Splitting Tens
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5.1.4 Overall performancea. For thi
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mismatch and load eccentricity. Tho
Page 114 and 115: 6 ReferenceAbu-Tair, A. I., Rigden,
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 166 and 167: Type of UseIntended publisher of ot
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