Fatigue Behaviour of Steel Girders Strengthened with Prestressed CFRP Strips
Steel bridges and structures often need strengthening due to increased live loads, or repair due to corrosion or fatigue cracking. This thesis explores the use of adhesively bonded prestressed carbon fibre reinforced polymers (CFRP) strips in retrofitting intact steel girders, through experimental a...
Main Author: | Vatandoost, Farhad |
---|---|
Language: | en |
Published: |
2010
|
Subjects: | |
Online Access: | http://hdl.handle.net/10012/5211 |
Similar Items
-
Fatigue Behaviour of Steel Girders Strengthened with Prestressed CFRP Strips
by: Vatandoost, Farhad
Published: (2010) -
Experimental tests of post-tensioned girders strengthened with prestressed CFRP composites
by: Michał Staśkiewicz, et al.
Published: (2014-09-01) -
Strengthening Bridges with Prestressed CFRP Strips
by: Siwowski Tomasz, et al.
Published: (2012-06-01) -
Behaviour of CFRP-Prestressed Concrete Beams under Sustained Loading and High-Cycle Fatigue at Low Temperature
by: Saiedi, Mohammad Reza
Published: (2009) -
The Gradient Anchorage Method for Prestressed CFRP Strips: from the Development to the Strengthening of an 18 M Long Bridge Girder
by: Breveglieri Matteo, et al.
Published: (2018-09-01)