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Dapped ends of prestressed concrete thin-stemmed members: Part 2, design

机译:预应力混凝土薄杆构件的干端:第2部分,设计

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This paper describes the design of dapped ends of prestressed concrete thin-stemmed members based on an experimental program conducted to identify the most effective reinforcement schemes and develop design guidelines for dapped ends. The testing was part of a research program that included 20 full-scale tests and extensive finite element modeling. The experimental program, under which promising reinforcement schemes and key parameters were tested, is described in a companion paper. This paper describes the development of design guidelines for dapped thin-stemmed members based on analytical studies and an experimental program. Several modified design practices for dapped double tees are recommended. Recommendations for control of cracking in the end region are also discussed.
机译:本文基于一项实验程序来描述预应力混凝土薄杆构件的空端设计,该程序旨在确定最有效的加固方案并制定空端的设计准则。该测试是一项研究计划的一部分,该研究计划包括20项全面测试和广泛的有限元建模。在随附的论文中介绍了该实验程序,在该程序下测试了有希望的加固方案和关键参数。本文介绍了基于分析研究和实验程序的干式细杆构件设计指南的开发。建议使用一些改进的双头三通设计方法。还讨论了控制端部区域开裂的建议。

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