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Transfer, Development, and Splice Length for Strand/Reinforcement in High-Strength Concrete
| 题名： | Transfer, Development, and Splice Length for Strand/Reinforcement in High-Strength Concrete |
| 责任者： | National Academies of Sciences, Engineering, and Medicine; Transportation Research Board |
| 关键词： | Transportation and Infrastructure ； Bridges and Other Structures Transportation and Infrastructure ； Design Transportation and Infrastructure ； Materials |
| 学科分类： | 公路工程 |
| 摘要： | 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 |
| 出版机构： | Transportation Research Board |
| 参考文献： | National Academies of Sciences, Engineering, and Medicine. 2008. Transfer, Development, and Splice Length for Strand/Reinforcement in High-Strength Concrete. Washington, DC: The National Academies Press. https://doi.org/10.17226/13916. |
| 总页数： | 39 |
| 报告类型： | 科技报告 |
| 资源类型： | 科技（咨询、行业）报告 |
| 初始创建时间： | 2020 |
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