An edition of Durability and ultimate flexural loading of shear spike repaired, large-scale timber railroad bridge members
(2007)
Durability and ultimate flexural loading of shear spike repaired, large-scale timber railroad bridge members
by Richard M. Gutkowski
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The objective of this research study is to examine the long term effectiveness and durability performance of fiber reinforced polymer (FRP) strengthened full size timber bridge members and to investigate their behavior when ultimately load tested....
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Durability and ultimate flexural loading of shear spike repaired, large-scale timber railroad bridge members
2007, Mountain-Plains Consortium
in English
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Book Details
Edition Notes
"December 2007."
Mountain-Plains Consortium consists of Colorado State University, North Dakota State University, University of Utah, and the University of Wyoming.
Includes bibliographical references (p. 69-71).
Also available via the World Wide Web.
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