TECHNICAL PAPERS
Apr 1, 1990

Longitudinal Glued Laminated Timber Bridge Modeling

Publication: Journal of Structural Engineering
Volume 116, Issue 4

Abstract

A finite element model is used to study the behavior of a glued, laminated, longitudinal‐deck highway bridge. The bridge, which was developed for short to medium spans, offers a competitive alternative to steel and reinforced concrete in this span range. Experimental tests of a full‐scale laboratory test bridge are performed to validate the analytical model, which had been used in the development of design criteria for the longitudinal deck bridge. Comparison of experimental and analytical results shows the validity of the analytical model and supports the conservation of the design criteria.

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References

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Funke, R. W., Jr. (1986). “Behavior of longitudinal glued laminated timber deck bridges.” Thesis presented to Iowa State University, at Ames, Iowa, in partial fulfillment of the requirements for the degree of Master of Science.
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Information & Authors

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Published In

Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 116Issue 4April 1990
Pages: 1121 - 1134

History

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

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Authors

Affiliations

Terry J. Wipf
Assoc. Prof., Dept. of Civ. and Constr. Engrg., 420 Town Engrg. Bldg., Iowa State Univ., Ames, IA 50011
F. Wayne Klaiber
Prof., Dept. of Civ. and Constr. Engrg., Iowa State Univ., Ames, IA
Robert W. Funke, Members, ASCE
Res. Engr., McDonnell‐Douglas Corp., P.O. Box 516, St. Louis, MO 63166

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