Results 31 to 40 of about 1,477,626 (117)

Fatigue Property and Improvement of a Rounded Welding Region between the Diaphragm Plate and Closed Rib of an Orthotropic Steel Bridge Deck

open access: yesMetals, 2020
By means of finite element modeling (FEM) and fatigue experiments, we study the fatigue performance of the rounded welding region between the diaphragm plate and closed rib of orthotropic steel bridge deck in this work.
Datao Li, Chunguo Zhang, Pengmin Lu
doaj   +1 more source

Overall feasibility assessment of polyester polyurethane concrete used as steel bridge deck pavement

open access: yesFrontiers in Materials, 2022
Traditional pavement materials used in the orthotropic steel bridge deck suffer from various pavement distresses and thus reduce the service life of the steel bridge. Therefore, this study proposed a novel engineered material named polyester polyurethane
Shi-Lei Niu   +6 more
doaj   +1 more source

Capacity of Longitudinal Stiffener Ribs of Orthotropic Bridge Decks under Wheel Loads and Axial Force

open access: yesce/papers, Volume 9, Issue 2-3, Page 1352-1361, September 2026.
Abstract Bridge decks with longitudinal trapezoidal stiffeners are widely used in long‐span steel bridges because they offer an effective balance of strength, structural efficiency, and durability. Key design challenges are accurately predicting the internal forces that develop in these stiffened decks under concentrated wheel loads, and how stiffener ...
Svein‐Rune Kleppe, Arne Aalberg
wiley   +1 more source

Parameter Optimization and Bending Performance Analysis of a Corrugated Steel Plate-UHPC Composite Bridge Deck with PZ Shear Connectors

open access: yesAdvances in Materials Science and Engineering, 2022
Composite bridge decks consisting of steel plates and concrete are used to minimize fatigue cracking and damage of asphalt pavement of orthotropic steel bridge decks subjected to wheel loads.
Anhua Wang   +3 more
doaj   +1 more source

Hot Spot Stress Evaluation of Welded Cope Hole Using Multi‐Scale FE Modelling

open access: yesce/papers, Volume 9, Issue 2-3, Page 1852-1857, September 2026.
Abstract The welded joints of the orthotropic deck of steel bridges are vulnerable to fatigue phenomena due to ageing and overloading conditions. Therefore, the accurate assessment of fatigue life depends on the precise estimation of stress concentrations at the critical details.
Ali Mansi, László Dunai
wiley   +1 more source

Feasibility Study of Strengthening Existing Single Span Steel Beam Concrete Deck Bridges; HR-214, June 1961 [PDF]

open access: yes, 1961
Iowa has the same problem that confronts most states in the United States: many bridges constructed more than 20 years ago either have deteriorated to the point that they are inadequate for original design loads or have been rendered inadequate by ...

core  

Long-Span Orthotropic Steel Deck Bridges of Turkey

open access: yes, 2018
9th International Symposium on Steel Bridges -- SEP 10-11, 2018 -- Prague, CZECH REPUBLICLong-span bridges are the key structures for transportation systems and they are considerably needed in Turkey since it is a transit country between Europe and Asia ...
Baş, Selçuk, Apaydin, Nurdan M.
core   +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

Fatigue performance of crossbeam‐to‐stiffener welded details adopted in OSD bridges

open access: yesce/papers, Volume 9, Issue 2-3, Page 2733-2738, September 2026.
Abstract Orthotropic Steel Decks (OSDs) are extensively employed in bridge engineering for medium‐ to long‐span viaducts, primarily due to their high strength‐to‐weight efficiency and the reduced need for additional reinforced concrete components. However, the large number of welded joints, combined with the significant influence of cyclic loading ...
Aldo Milone   +2 more
wiley   +1 more source

Comprehensive Bridge Deck Deterioration Mapping of Nine Bridges by Nondestructive Evaluation Technologies Final Report, January 2011 [PDF]

open access: yes, 2011
The primary objective of this research was to demonstrate the benefits of NDT technologies for effectively detecting and characterizing deterioration in bridge decks.

core  

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