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The economical use of high-performance steel in slab-on-steel stringer bridge design.

机译:在平板钢桁梁桥设计中经济地使用高性能钢。

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摘要

In the early 90's a collaborative effort between the American Iron & Steel Institute, the US Navy, and the Federal Highway Administration began the development of high performance steel (HPS). HPS70W is the product of this effort and is currently being employed in bridge design. The benefits of this steel are higher fracture toughness, improved welding characteristics, and enhanced weathering characteristics. However, HPS70W has an increased material relative to traditional bridge steels.;The primary objective of this study was to investigate the economy of HPS70W in steel bridge design using various span lengths, girder spacings and yield strength combinations. Three extensive parametric studies were performed and examined for weight, performance, deflection, and cost.;These studies include: (1) a parametric study focused on using HPS70W in conjunction with the Load Factor Design Specifications, (2) a study focused on investigating the use of HPS 70W in simply-supported short span bridges using the Load and Resistance Factor Design [LRFD] specification, and (3) a cost study focused on using LRFD for a given 3 span configuration. (Abstract shortened by UMI.).
机译:在90年代初期,美国钢铁学会,美国海军和联邦公路管理局之间的合作努力开始了高性能钢(HPS)的开发。 HPS70W是这一努力的产物,目前正在桥梁设计中使用。这种钢的优点是更高的断裂韧性,改善的焊接特性和增强的耐候性。但是,相对于传统桥梁钢,HPS70W的材料有所增加。;本研究的主要目的是研究使用各种跨距长度,大梁间距和屈服强度组合的HPS70W在钢桥梁设计中的经济性。进行了三项广泛的参数研究,并检查了重量,性能,挠度和成本;这些研究包括:(1)专注于结合使用HPS70W和负载系数设计规范的参数研究,(2)专注于调查的研究使用负载和电阻因数设计[LRFD]规范在简单支持的短跨度桥中使用HPS 70W,以及(3)成本研究集中于针对给定的3跨度配置使用LRFD。 (摘要由UMI缩短。)。

著录项

  • 作者

    Clingenpeel, Beth F.;

  • 作者单位

    West Virginia University.;

  • 授予单位 West Virginia University.;
  • 学科 Engineering Civil.
  • 学位 M.S.C.E.
  • 年度 2001
  • 页码 148 p.
  • 总页数 148
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

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