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NCHRP Report 679: Design of Concrete Structures Using High-Strength Steel Reinforcement (2011)
National Cooperative Highway Research Program (NCHRP)

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Russell, Henry G, Miller, Richard A, Harries, Kent A, Shahrooz, Bahram M, Transportation Research Board. "Appendices." NCHRP Report 679: Design of Concrete Structures Using High-Strength Steel Reinforcement. Washington, DC: The National Academies Press, 2011.

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Page
72
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Page
72
Front Matter (R1-R10)
Summary (1-4)
1.1 Introduction (5-5)
1.3.1 Mechanical Properties of A1035 Reinforcing Steel (6-6)
1.3.2 Tension Properties of A1035 Reinforcing Steel (7-7)
1.3.3 Flexural Reinforcement (8-8)
1.3.4 Shear Reinforcement (9-9)
1.3.6 Bond and Development (10-10)
1.3.7 Serviceability Considerations (11-12)
1.3.8 Corrosion Performance of Reinforcing Steel Grades (13-13)
1.4 Survey of Use of High-Strength Steel Reinforcement in Bridge Structures (14-14)
1.4.2 Reported Use of A1035 Reinforcing Steel in Highway Bridge Infrastructure (15-15)
2.2.1 ASTM A1035 Reinforcing Steel (16-17)
2.3.1 Flexural Resistance (18-20)
2.3.2 Tension-Controlled and Compression-Controlled Strain Limits for High-Strength ASTM A1035 Reinforcing Bars (21-22)
2.3.4 Experimental Evaluation (23-24)
2.3.5 Summary and Recommendations (25-25)
2.4 Fatigue Performance of High-Strength Reinforcing Steel (26-26)
2.4.2 Effect of High-Strength Steel on the AASHTO Fatigue Provisions (27-27)
2.4.3 Fatigue of Slabs (AASHTO LRFD Section 9) (28-28)
2.4.4 Fatigue Test Specimens (29-29)
2.4.5 Summary of Fatigue Tests and Conclusions (30-31)
2.5.2 Experimental Evaluation (32-36)
2.6 Shear Friction (37-37)
2.6.1 Experimental Program (38-39)
2.6.2 Experimental Results (40-42)
2.7 Compression Members (43-43)
2.7.1 Column Capacity (44-44)
2.7.2 Spacing of Spiral Reinforcement (45-47)
2.8.1 Splice Development (48-49)
2.8.2 Hook Anchorage (50-54)
2.9 Serviceability Considerations (55-55)
2.9.1 Deflections of Flexural Members (56-56)
2.9.2 Crack Widths (57-57)
2.9.3 Summary and Conclusions (58-58)
3.1.3 Proposed Changes to Section 9 of the LRFD Specifications (59-60)
3.2.2 Flexure (61-61)
3.3.1 Application in Seismic Zones 2, 3, and 4 (62-62)
3.3.5 Control of Flexural Cracking and Corrosion (63-63)
References (64-67)
Notation (68-71)
Appendices (72-72)
Abbreviations used without definitions in TRB publications (73-73)

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OCR for page 72
72 APPENDICES Structural Concrete Design with High-Strength Steel Reinforcement Unpublished Material Appendices A through M as submitted by the researchers are not published herein. They are available on the TRB website (Go to http://trb.org/Publications/Public/PubsNCHRPProject Reports.aspx and look for NCHRP Report 679). Titles of Appendices A through M are as follows: Appendix A: Material Properties Appendix B: Flexural Resistance of Members with Reinforcing Bars Lacking Well-Defined Yield Plateau Appendix C: Strain Limits for Tension-Controlled/Compression-Controlled and Strains to Allow Negative Moment Redistribution Appendix D: Flexure Beam Tests Appendix E: Fatigue of High-Strength Reinforcing Steel Appendix F: Shear Beam Tests Appendix G: Analytical Studies of Columns Appendix H: Beam Splice Tests Appendix I: Crack Control Appendix J: Survey Results Appendix K: Design Examples Appendix L: Proposed Changes to Section 5 of the AASHTO LRFD Specification Appendix M: 2010 AASHTO Bridge Committee Agenda Item