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Evaluation of elliptical, glass fiber reinforced polymer, and stainless steel dowel bars in concrete pavements with consideration to subgrade resilient modulus.

机译:考虑到路基的弹性模量,评估混凝土路面中的椭圆形,玻璃纤维增​​强的聚合物和不锈钢销钉。

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摘要

Jointed plain concrete pavements use dowel bars to transfer load across transverse joints. The job of the designer is to optimize the number, size, and location of the dowels in a given pavement. This research used data from two different construction locations. The first project evaluated the performance of standard 1.5 inch round and elliptical shaped dowel bars at different spacing intervals using full dowel baskets. The performance potential of standard 1.5 inch round and elliptical dowels placed in the wheel paths only was also evaluated on the same project. The second project compared corrosion resistant dowel bar (stainless steel and glass fiber reinforced polymer (GFRP) dowel bars) performance to round 1.5 inch epoxy-coated steel dowel bars. The stainless steel and GFRP bars are for possible use in environments where steel corrosion may be an issue.;Performance data was measured on both projects in terms of deflections, using falling weight deflectometer (FWD) data collected biannually. Joint faulting data was collected over the five-year test period for both projects. Roughness data was collected for only the elliptical dowel bar project over the five-year test period. Resilient modulus values were found by triaxial testing of the pavement subgrade samples. Performance criteria graphed verses resilient modulus allowed for the comparison of different dowels as the subgrade resilient modulus changed.;The elliptical dowel bar study indicated medium elliptical dowel bars at 12 inch or 15 inch spacing perform equally to the standard 1.5 inch round dowel bars at 12 inch spacing. The elliptical study also indicated the potential use of medium elliptical dowel bars in wheel paths only. The corrosion resistance study indicated stainless steel dowels spaced at eight inch intervals were the only dowels to outperform the 12 inch spaced round 1.5 inch epoxy-coated bars.
机译:节理的普通混凝土路面使用销钉在横向节理之间传递载荷。设计人员的工作是优化给定路面中定位销的数量,尺寸和位置。这项研究使用了来自两个不同施工地点的数据。第一个项目使用完整的木钉篮在不同的间距下评估了标准的1.5英寸圆形和椭圆形木钉杆的性能。在同一项目中还评估了仅放置在轮径中的标准1.5英寸圆形和椭圆形销钉的性能潜力。第二个项目将耐腐蚀的定位销(不锈钢和玻璃纤维增​​强聚合物(GFRP)定位销)的性能与圆形的1.5英寸环氧涂层的定位销进行了比较。不锈钢和GFRP棒可用于可能会腐蚀钢腐蚀的环境中;;两个项目的性能数据都是根据挠度测量的,使用了半年一次的落锤重量挠度计(FWD)数据。在这两个项目的五年测试期间,均收集了联合断层数据。在为期五年的测试期内,仅针对椭圆木钉条项目收集了粗糙度数据。弹性模量值是通过对路面路基样品进行三轴测试得出的。性能标准与弹性模量之间的关系用图表表示,可用于随路基弹性模量变化而比较不同的木榫。英寸间距。椭圆研究还表明,仅在轮径中可以使用中等椭圆销钉。耐腐蚀性研究表明,以8英寸间隔隔开的不锈钢定位销是唯一优于12英寸间隔的1.5英寸环氧涂层圆棒的定位销。

著录项

  • 作者

    Walker, Jason Matthew.;

  • 作者单位

    Iowa State University.;

  • 授予单位 Iowa State University.;
  • 学科 Engineering Civil.
  • 学位 M.S.
  • 年度 2008
  • 页码 118 p.
  • 总页数 118
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类 建筑科学;
  • 关键词

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