Results 51 to 60 of about 1,477,626 (117)
Orthotropic monolithic steel bridge deck system stiffened by U rib is very fit for high-speed railway steel bridges because of its excellent mechanical behaviors.
Mei Xin Ye, Ye Zhi Zhang, Ru Deng Luo
core +1 more source
Aiming at the prominent engineering drawbacks of epoxy resin bonding layers on steel bridge decks—namely the narrow construction window, excessive curing triggered by paving delays due to rainfall, and the subsequent interlayer bonding failure as well as schedule and economic losses—this paper innovatively proposes a synchronous paving technology ...
Hongwei Xian +10 more
wiley +1 more source
Life Time Evaluation of Orthotropic Steel Bridge Decks [PDF]
The fatigue performance of orthotropic steel bridge decks depends on the magnitude and number of stress cycles applied, and the deck details. The stress induced in a deck plate will be reduced by the presence of a stiff surfacing material.
Beamish, M. +3 more
core +1 more source
Currently, 18,648 bridges with a total length of 510,366 km have been constructed in Indonesia, but only 86% are in good condition, while the rest are damaged.
Erik Wahyu Pradana +3 more
doaj +1 more source
Magnetoactive Metamaterials: A State‐of‐the‐Art Review
Magnetoactive metamaterials combine magnetoactive composites with architected metastructures to enable contactless, tunable control of mechanical, acoustic, and elastic properties. This review highlights recent advances in their design, fabrication, and applications in soft robotics, biomedical devices, and adaptive structures and outlines future ...
Seyyedmohammad Aghamiri, Ramin Sedaghati
wiley +1 more source
Temperature Measurements During Asphalt Paving on a Bridge with Orthotropic Deck
Abstract Currently, there is no defined load case for asphalt paving in bridge design codes. This often leads to discussions during the planning of bridges in Germany, particularly for steel bridges. As part of the rehabilitation of the Franz Joseph Strauβ Bridge in Passau, the pavement was removed and newly installed.
Malik Ltaief +2 more
wiley +1 more source
Evaluation of Bridge Replacement Alternatives for the County Bridge System, HR-365 August 1994 [PDF]
Recent reports have indicated that 23.5 percent of the nation's highway bridges are structurally deficient and 17.7 percent are functionally obsolete. A significant number of these bridges are on the Iowa county road system.
core
The orthotropic steel deck (OSD) using the steel-steel fiber reinforced concrete (SFRC) deck can be used in small and medium-span bridges for its advantages of construction convenience and lower construction cost.
Cheng-Qi Xiong, Zhi-Wen Zhu, Jin Jiang
doaj +1 more source
Abstract Gerber half‐joints, broadly used in the last century as elements of concrete bridges, are prone to corrosion‐induced deterioration, which may lead to brittle shear collapse. It is of paramount importance to develop advanced numerical models for simulating the collapse behavior of Gerber half‐joints, taking material deterioration into account ...
Dario De Domenico +4 more
wiley +1 more source
Behavior of Orthotropic Steel-UHPC Composite Bridge Deck under Cyclic Loading
In recent years, ultra-high performance concrete (UHPC) has been introduced in the design of orthotropic steel decks (OSD) to reduce the risk of fatigue cracking.
Veljkovic, M. (author) +2 more
core

