NCHRP Report 603:

Transfer, Development, and Splice Length for Strand/Reinforcement in High-Strength Concrete

Status: Not for Sale

Size: 131 pages, 8.5 x 11

Publication Year:2008

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Authors:
Bruce W Russell; Julio A Ramirez; Transportation Research Board
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Description:
TRB's National Cooperative Highway Research Program (NCHRP) Report 603: Transfer, Development, and Splice Length for Strand/Reinforcement in High-Strength Concrete explores recommended revisions to the American Association of State Highway and Transportation Officials Load and Resistance Factor Design (LRFD) Bridge Design ...
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Table of Contents
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Front Matter	i-viii
Summary	1-3	(skim)
1.2 Research Approach	4-5	(skim)
2.1 Introduction	6-6	(skim)
2.2 Literature Review	7-17	(skim)
2.3 Identification of Issues and Needs	18-20	(skim)
2.4 Issues Related to Testing Protocols	21-24	(skim)
2.5 Summary	25-25	(skim)
3.2 The Standard Test Method for the Bond of Prestressing Strands	26-30	(skim)
3.3 The NASP Bond Test in Concrete	31-37	(skim)
3.4 Measured Transfer Lengths versus Varying Concrete Strengths and Varying NASP Bond Test Values	38-53	(skim)
3.5 Development Length Tests	54-71	(skim)
3.6 Discussion of Design Recommendations	72-76	(skim)
3.7 The Effect of Concrete Strength on Bond Performance - Summary, Conclusions, and Recommendations	77-77	(skim)
3.8 Experimental Program - Mild Steel Anchorage of Uncoated Bars in Tension	78-88	(skim)
3.9 Anchorage of Epoxy-Coated Bars in Tension	89-98	(skim)
3.10 Anchorage of Bars Terminated with Standard Hooks in Tension	99-109	(skim)
4.2 Design Recommendations	110-110	(skim)
4.3 Details of the Design Recommendations	111-118	(skim)
References	119-121	(skim)
Appendices	122-122	(skim)
Abbreviations used without definitions in TRB publications	123-123	(skim)

Description

TRB's National Cooperative Highway Research Program (NCHRP) Report 603: Transfer, Development, and Splice Length for Strand/Reinforcement in High-Strength Concrete explores recommended revisions to the American Association of State Highway and Transportation Officials Load and Resistance Factor Design (LRFD) Bridge Design Specifications, which are designed to extend the applicability of the transfer, development, and splice length provisions for prestressed and non-prestressed concrete members to concrete strengths greater than 10 ksi.

Appendices A and B are published as part of NCHRP Report 603. Appendices C through I are available online via the links below:

* Appendix C: Rectangular Beam Summaries—Strand D
* Appendix D: Rectangular Beam Summaries—Strands A&B
* Appendix E: Rectangular Beam Summaries—Strand A (0.6 in.)
* Appendix F: I-Beam Summaries—0.5-in. Strand
* Appendix G: I-Beam Summaries—0.6-in. Strand
* Appendix H: AASHTO Mxxx—Standard Test Method for the Bond of Prestressing Strands
* Appendix I: NASP Test Protocols

NCHRP Report 603:

Transfer, Development, and Splice Length for Strand/Reinforcement in High-Strength Concrete

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