Implementation of the deep DWB in the Dickey Creek Bridge

被引：0

作者：

Hayes, MD ^{[1
]}

Waldron, C ^{[1
]}

Schniepp, T ^{[1
]}

Lesko, JJ ^{[1
]}

Cousins, TC ^{[1
]}

机构：

[1] Virginia Polytech Inst & State Univ, Dept Engn Sci & Mech, Blacksburg, VA 24061 USA

来源：

2001: A MATERIALS AND PROCESSES ODYSSEY, BOOKS 1 AND 2 | 2001年 / 46卷

关键词：

FRP; bridge/highway structures; pultrusion;

D O I：

暂无

中图分类号：

TQ [化学工业];

学科分类号：

0817 ;

摘要：

We present the rehabilitation design of the Dickey Creek Bridge, Rt. 601 in Sugar Grove VA using a 91 cm deep hybrid FRP double web beam (DWB). Using the AASHTO HS20 design criteria, we show that the DWB girders can be safely implemented in this 11.6 in span bridge to meet the modified design criteria. The efforts to assess both shear and bending section properties and assess their influence on the design are detailed. Connections of the deck to the girder and the connection of a crash tested guardrail to the structure are of particular concern and are discussed. A preliminary and comprehensive design approach is described and presented for such structures.

引用

页码：1587 / 1596

页数：6

共 10 条

[1]

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[2]

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[10]

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