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Strengthening orthotropic steel decks with Fibre Reinforced Polymers

IABSE Reports, 2013
<p>This research aims to develop a new composite deck system for strengthening of orthotropic steel bridge decks. In order to increase the fatigue strength of welded components and static strength of the bridge deck, the deck plate is strengthened with a number of layers of Glass Fiber Reinforced Polymer (GFRP) and a mixture of epoxy resin with ...
Kees Klap   +4 more
openaire   +1 more source

Fatigue behaviour of orthotropic steel decks

1990
Recently, some orthotropic steel bridge decks have suffered fatigue cracks For a better knowledge of this problem, the European Community promoted and financed collective research work in which seven laboratories in six European countries participated The Italian contribution to this research, deals with the experimental determination, on full scale ...
Caramelli, Stefano   +3 more
openaire   +1 more source

Orthotropic Steel Deck Bridges Constructed in Cold Regions

Cold Regions Engineering, 2002
This paper will give an overview of imaginative steel deck bridges currently in operation in cold regions throughout the world as an aid in the "type selection" process.. Imaginative bridges from Canada, Norway, Russia, Sweden, Ukraine and the USA were selected to demonstrate the complete range of steel bridges such as movable bridges; suspension ...
openaire   +1 more source

A new concept of orthotropic steel bridge deck

Structure and Infrastructure Engineering, 2008
A new concept of orthotropic steel bridge deck is proposed to improve its durability and economy. It is suggested to hot-roll the longitudinal ribs. Thus, the ribs can be made larger and with a more effective cross section that is not possible for cold bent ribs.
openaire   +1 more source

Fatigue reliability analysis of orthotropic steel deck

2011
Orthotropic steel decks are widely used in bridge decks structure of highway bridges. The results of inspection of orthotropic steel decks show that their fatigue life can be shorter than the one of other elements. According to some research as early as after 25 to 30 years, damage in the form of cracks can be seen in some of the details categories ...
Skejić, Davor   +2 more
openaire   +1 more source

Fatigue behaviour of orthotropic steel bridge decks

1990
FROLI, MAURIZIO   +2 more
openaire   +2 more sources

Fatigue cracking of orthotropic steel decks

1997
Dexter, Robert J., Fisher, John W.
openaire   +1 more source

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