Durability and ultimate flexural loading of shear spike repaired, large-scale timber railroad bridge members

Durability and ultimate flexural loading of shear spike repaired, large-scale timber railroad bridge members

by Richard M. Gutkowski

Part of MPC report -- no. 07-190

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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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