Results 21 to 30 of about 349 (179)
The fatigue analysis on orthotropic steel bridge decks is a hot topic in bridge engineering field. This study provides one method for fatigue analysis under the combined actions of vehicle loads and pavement temperature.
Gaoxin Wang +3 more
doaj +1 more source
Dynamic Property Analysis of Orthotropic Bridge Deck with Local Fatigue Crack
With the increase in traffic volume and overweight vehicles, fatigue problems are highlighted. Especially for the orthotropic steel deck, the premature cracks seriously affect the service performance, operation, and service quality of the bridge. In this
Zhao Li +3 more
doaj +1 more source
Fatigue Performance of Different Rib-To-Deck Connections Using Traction Structural Stress Method
The fatigue performance of an orthotropic steel bridge deck is significantly influenced by the type of the rib-to-deck connection considering the crossbeam.
Haibo Yang +3 more
doaj +1 more source
Using artificial neural networks in the design of orthotropic bridge decks
For orthotropic bridge decks a lot of progress has been made in the development of codes to aid in the design process, in addition to software tools for numerical analysis and design.
Ahmed Shamel Fahmy +2 more
doaj +1 more source
An Optimization-Based Case Study of Aluminum Pedestrian Bridge Decks
In Sweden, steel bridges are the most common solution regarding prefabricated short-span (15–35 m) pedestrian bridges. The most common bridge type for this application is a carbon steel truss bridge with an orthotropic deck consisting of a 10–12 mm deck ...
Peter Nilsson Strand +5 more
doaj +1 more source
DETERMINATION OF THE RIB-TO-CROSSBEAM STRESSES IN ORTHOTROPIC STEEL DECKS
For long span bridges, the orthotropic steel deck (OSD) is the most popular option for the bridge deck. Normal OSDs consist out of the steel bridge deck, the longitudinal stiffeners (ribs), and the transversal beams. All of the elements are welded together.
De Backer, Hans, Outtier, Amelie
openaire +2 more sources
Impedance-based damage assessment of steel-ECC composite deck using piezoelectric transducers
The excellent crack and fatigue resistance of Engineering Cementitious Composites (ECC) materials makes it promising to be used in orthotropic bridge deck system.
Rui Sun +3 more
doaj +1 more source
Fatigue assessment for deck plates in orthotropic bridge decks
AbstractSince the 1960s, orthotropic deck plates of highway bridges have been built with large cold‐formed trapezoidal stiffeners supporting a deck plate with a thickness of approx. 12 mm. The maximum cross‐beam spacing is approx. 4 m. A number of these bridge decks in The Netherlands suffer from fatigue cracks in the deck plate. First cracks have been
Maljaars, J. +2 more
openaire +3 more sources
A lightweight composite bridge deck system composed of steel orthotropic deck stiffened with thin Ultra-High Performance Concrete (UHPC) layer has been proposed to eliminate fatigue cracks in orthotropic steel decks.
Banfu Yan +3 more
doaj +1 more source
Fatigue resistance of the deck plate in steel orthotropic deck structures
Steel orthotropic decks in bridges and ferries have shown to be prone to fatigue cracking. A typical fatigue crack observed in these structures initiates at the root of the weld between the deck plate and stringer and grows into the deck plate. Due to limited fatigue test data available and the deviating characteristics of this type of crack as ...
Johan Maljaars +2 more
openaire +3 more sources

