Results 21 to 30 of about 349 (179)

Method of Calculating Life-Cycle Fatigue Damage of Orthotropic Steel Bridge Decks under the Combined Actions of Vehicle Loads and Pavement Temperature

open access: yesShock and Vibration, 2020
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

open access: yesAdvances in Civil Engineering, 2022
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

open access: yesApplied Sciences, 2020
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

open access: yesAlexandria Engineering Journal, 2016
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

open access: yesEngineering Proceedings, 2023
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

open access: yesProceedings of International Structural Engineering and Construction, 2023
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

open access: yesFrontiers in Materials, 2022
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

open access: yesSteel Construction, 2012
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

Application of PZT Technology and Clustering Algorithm for Debonding Detection of Steel-UHPC Composite Slabs

open access: yesSensors, 2018
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

open access: yesEngineering Fracture Mechanics, 2018
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

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