Design of bridge expansion joints with perforated dowels under impact loading

Teruhiko Yoda , Mamiko Ayashi

Transactions of Tianjin University ›› 2008, Vol. 14 ›› Issue (5) : 340 -343.

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Transactions of Tianjin University ›› 2008, Vol. 14 ›› Issue (5) : 340 -343. DOI: 10.1007/s12209-008-0057-z
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Design of bridge expansion joints with perforated dowels under impact loading

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Abstract

The expansion joints are expected to have movement capacity, bearing capacity for static and dynamic loading, water-tightness, low noise emission and traffic safety. In particular, the failure due to impact loading is the main reason for the observed damages. The problem of dynamic behavior of the expansion joints is so complex that we shall focus our attention on the impact factor for vehicle load that is governed by traffic impact. In order to overcome this difficulty, the cantilever-toothed aluminum joint (finger joint) is one of the promising joints under impact loading. In this study, from the viewpoint of design methodology, numerical studies for impact behavior were conducted for aluminum alloy expansion joints with perforated dowels. The design impact factor for the expansion joints with the perforated dowels against traffic impact loading was examined by using numerical simulations.

Keywords

bridge expansion joints / traffic impact loading / perforated dowel

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Teruhiko Yoda, Mamiko Ayashi. Design of bridge expansion joints with perforated dowels under impact loading. Transactions of Tianjin University, 2008, 14(5): 340-343 DOI:10.1007/s12209-008-0057-z

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References

[1]

Ramberger G.. Structural Bearings and Expansion Joints for Bridges[M]. 2002, Zurich: IABSE-AIPC-IVBH.

[2]

Eurocode 9. Design of Aluminum Structures [S]. 2000.

[3]

The Aluminum Association. Specifications for Aluminum Structures [S]. 2000.

[4]

Japan Road Association. Specifications for Highway Bridges (Part II) [S]. Steel Bridges, 1987 (in Japanese).

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