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Research on an innovative structure of an open-ribbed steel–ultra-high performance concrete composite bridge deck
To completely solve the problem of fatigue cracking issue of orthotropic steel bridge decks (OSDs), the authors proposed a steel–ultra-high...
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Static and Dynamic Responses of Light Gauge Steel-Ultra-High Performance Fibre-Reinforced Concrete Composite Deck
This paper investigated the static and dynamic responses of an innovative light gauge steel-ultra-high performance concrete composite deck system,...
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Flexural Behavior of Ultra-High Performance Concrete (UHPC) Deck with Joints subjected to an Improved Steel Wire Mesh (SWM) Treatment
Prefabricated Ultra-high performance concrete (UHPC) decks are often connected using UHPC wet joints to create the overall deck structure. The UHPC...
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Flexural and longitudinal shear performance of precast lightweight steel–ultra-high performance concrete composite beam
In this study, the flexural and longitudinal shear performances of two types of precast lightweight steel–ultra-high performance concrete (UHPC)...
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Experimental and Numerical Analysis on Bending Behavior of Hybrid Bridge Deck System Composed of Transversely Connected OSD and Composite Deck
The outer lanes and emergency lanes of the bridge deck of long-span bridges in which orthotropic steel deck is adopted were replaced with...
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Push-Out Behavior of Short Headed Stud Connectors in Steel-Ultra High Performance Concrete Composite Deck
A steel-ultra high performance concrete (UHPC) composite deck has good fatigue performance while the thin UHPC slab leaves a very limited space for...
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Performance of steel bridge deck pavement structure with ultra high performance concrete based on resin bonding
This research investigated a pavement system on steel bridge decks that use epoxy resin (EP) bonded ultra-high performance concrete (UHPC). Through...
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Fatigue evaluation of steel-concrete composite deck in steel truss bridge—A case study
An innovative composite deck system has recently been proposed for improved structural performance. To study the fatigue behavior of a steel-concrete...
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Experimental Investigation on Fatigue Improvement of Orthotropic Steel Bridge Deck Using Steel Fiber Reinforced Concrete
The high-performance top** concrete overlay would significantly reduce the fatigue stresses at susceptible details of orthotropic steel deck (OSD)...
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Damage identification of steel-ECC composite deck incorporating piezoelectric impedance methodology and hierarchical clustering analysis
As a highly ductile concrete, engineered cementitious composites (ECC) can be used as pavement to form a lightweight composite bridge deck system....
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An Experimental Study on Negative Bending Behavior of Composite Bridge Decks with Steel-Fiber-Reinforced Concrete and Longitudinal Bulb-Flat Ribs
Orthotropic steel–concrete composite bridge deck is a structure composed of an orthotropic steel bridge deck and a cement-based rigid overlay. In...
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Experimental Study on Temperature Variation Performance of Steel-UHPC Composite Bridge Deck Pavement
Due to the large difference in material properties between steel panels and UHPC, the contraction and deformation of the two under temperature change...
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Application of lightweight steel-UHPC composite beam in bridge emergency repair
This paper mainly introduces the emergency repair process for small- and medium-span bridges. The causes of deterioration were analysed by...
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Demountable Shear Connector in Steel–Concrete Composite Floors: A State-of-the-Art Review
The shift from linear business practices, which involve single-use production and disposal of components, to circular business practices, emphasizing...
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Evaluation of force and dynamic factor on reinforced concrete deck slab through the static and transient dynamic tests
A cost-effective technique is presented to determine the dynamic factor of reinforced concrete deck slab through experiment, simulations, and...
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Field validation of UHPC layer in negative moment region of steel-concrete composite continuous girder bridge
Improving the cracking resistance of steel-normal concrete (NC) composite beams in the negative moment region is one of the main tasks in designing...
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Investigation of Properties of Ultra-High-Performance Concrete and Development of UHPC Waffle Deck Panels for Pedestrian Bridges
As a develo** country, Sri Lanka is in the requirement of constructing bridges and high-rise structures under infrastructure development projects...
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Overlay of RC Bridge Deck Deteriorated by ASR Using an Ultra High Performance-Strain Hardening Cementitious Composite (UHP-SHCC)
A case of overlaying on ASR-deteriorated reinforced concrete bridge deck is introduced for structural use in repair of Ultra High Performance-Strain...
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Experimental and Analytical Study on the Shear Transfer in Composite Post Tensioned Precast Concrete Girders
This paper proposes a new system for constructing composite post-tensioned precast concrete girders with top slabs where the bottom part is precast,...
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Investigations on Interface Shear-stress Transfer Behavior of Concrete Composite Slabs with Lattice Girders
Concrete-to-concrete interface shear-stress transfer behavior is crucial for concrete composite slabs with lattice girders. In practice, diagonal...