TECHNICAL PAPERS
Sep 1, 1990

Low‐Temperature Performance of Elastomeric Bearings

Publication: Journal of Cold Regions Engineering
Volume 4, Issue 3

Abstract

Elastomeric bearings are used in a wide range of structural applications. They support loads and accommodate movements by deformation of the elastomer. It is well known that elastomers may stiffen dramatically at very low temperatures. This causes serious problems for the bearing and the structure, because the deformation and movement capability is often most needed during these low temperature conditions. The low‐temperature stiffness of elastomeric bearings is examined in detail. The existing knowledge and test procedures are summarized and the limitations are noted. An experimental program to measure the low‐temperature stiffness is described. The experiments show that large increases in stiffness may occur, but the increase is dependent on the elastomer compound. A design procedure is proposed to assure that the proper elastomer compound is used for bridge bearings in a low‐temperature environment. This work should improve the understanding of low‐temperature behavior of elastomeric bearings, and provide practical design guidance for avoiding problems due to excess bearing stiffness.

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Published In

Go to Journal of Cold Regions Engineering
Journal of Cold Regions Engineering
Volume 4Issue 3September 1990
Pages: 113 - 132

History

Published online: Sep 1, 1990
Published in print: Sep 1990

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Authors

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Charles W. Roeder
Prof. of Civ. Engrg., Univ. of Washington, Seattle, WA 98195
John F. Stanton, Members, ASCE
Assoc. Prof. of Civ. Engrg., Univ. of Washington, Seattle, WA
Troy Feller, Associate Member, ASCE
Struct. Engr., Anderson, Bjornstad, Kane, and Jacobs, 220 W. Harrison St., Seattle, WA 98119

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