Results 11 to 20 of about 2,890 (235)
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
Orthotropic steel decks are prone to fatigue problems and to delamination of the wearing surface. In addition, the mechanical behavior of the asphalt wearing surface on an orthotropic steel bridge deck is viscous and affected by the amplitude and ...
Viet Hai Hoang +4 more
doaj +1 more source
Analysis of an Orthotropic Deck Stiffened with a Cement-Based Overlay [PDF]
Over the past years, with increasing traffic volumes and higher wheel loads, fatigue damage in steel parts of typical orthotropic steel bridge decks, has been experienced on heavily trafficked routes.
Olesen, John Forbes +3 more
core +2 more sources
In recent years, the ultra-high performance concrete (UHPC) has been increasingly used to strengthen orthotropic steel decks (OSD) to solve the cracking problems at fatigue-prone details and pavement damage.
Ming Deng, Ming Deng, Ju Yi, Ju Yi
doaj +1 more source
Virtual structural health monitoring and remaining life prediction of steel bridges [PDF]
In this study a Structural Health Monitoring (SHM) system is combined with Bridge Weigh-in-Motion (B-WIM) measurements of the actual traffic loading on a bridge to carry out a fatigue damage calculation.
A.J. O’Connor +3 more
core +1 more source
Numerical Analysis of the Bridge Orthotropic Deck Time Dependent Resistance
Resistance of the stiffened plated orthotropic deck of bridge with ballast bed is affected by the environmental action effects due to unchecked corrosion process of steel bridge deck under ballast bed.
Josef Vican, Marian Sykora
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
Bending behavior of steel-UHPC composite bridge deck based on epoxy adhesive
Using ultra-high performance concrete (UHPC) as the pavement layer on the orthotropic steel deck (OSD) can greatly enhance the rigidity to solve the fatigue cracking of the steel deck and the resulting damage to the pavement layer. However, the thin UHPC
Baojun Li +7 more
doaj +1 more source
Fatigue Reliability Assessment of Orthotropic Bridge Decks under Stochastic Truck Loading [PDF]
A steady traffic growth has posed a threat to the fatigue safety of existing bridges. Uncertainties in traffic flows add to the challenge of an accurate fatigue safety assessment.
Deng, Yang +3 more
core +3 more sources
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

