题名: |
LRFD Minimum Flexural Reinforcement Requirements |
责任者: |
National Academies of Sciences, Engineering, and Medicine; Transportation Research Board; National Cooperative Highway Research Program; Sri Sritharan, Hartanto Wibowo, Michael J. Rosenthal, Jacob N. Eull, and Jay Holombo |
关键词: |
Transportation and Infrastructure — Bridges and Other Structures Transportation and Infrastructure — Design |
学科分类: |
暂无分类 |
摘要: |
TRB’s National Cooperative Highway Research Program (NCHRP) Research Report 906 includes proposed revisions to the AASHTO LRFD Bridge Design Specifications minimum flexural reinforcement provisions for load and resistance factor design (LRFD) with detailed design examples illustrating the application of the proposed revisions. According to the AASHTO LRFD Bridge Design Specifications, minimum reinforcement provisions are intended to reduce the probability of brittle failure by providing flexural capacity greater than the cracking moment. There was a concern with the current American Association of State Highway and Transportation Officials (AASHTO) LRFD minimum flexural reinforcement requirements, especially when applied to pretensioned or post-tensioned concrete flexural members. A number of deliverables for the project are provided in three appendices to the contractor’s final report that are available online. They include the following: Appendix A: Test Girder Drawings, Appendix B: Design Examples, and Appendix C: Parametric Study Results. |
出版机构: |
Transportation Research Board |
提交日期: |
2019 |
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: |
2019 |