Results 81 to 90 of about 878,223 (173)

Research on Fatigue Strength for Weld Structure Details of Deck with U-rib and Diaphragm in Orthotropic Steel Bridge Deck

Metals, 2019
The orthotropic steel bridge deck weld structure would easily cause fatigue cracking under the repeated action of vehicle load. This paper took the steel box girder in a bridge as a research object, researched the mechanical properties of the steel plate
Yixin Chen, Pengmin Lv, Datao Li
doaj   +1 more source

Fatigue resistance of the deck plate in steel orthotropic deck structures [PDF]

, 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.
Bonet, Eric, Maljaars, Johan, Maljaars, Johan; id_orcid, Maljaars, J Johan, Pijpers, Richard J.M., Pijpers, Richard   +5 more
core   +2 more sources

Bending performance of prefabricated ultra-thin UHPC unit plate reinforced orthotropic steel bridge decks

Frontiers in Materials
To address the challenges related to lengthy construction period, complex maintenance requirement, and the elevated risk of shrinkage cracking associated with cast-in-place UHPC reinforcement of orthotropic steel bridge decks. This paper proposes a novel
Xiang Zhou, Xiang Zhou, Jinlong Jiang, Jinlong Jiang, Le Liu, Le Liu, Shan Wang, Shan Wang, Xilei Deng, Xilei Deng, Yong Li, Yong Li, Zhongya Zhang, Zhongya Zhang   +13 more
doaj   +1 more source

Consolidated SDI Standard for Steel Deck [PDF]

, 2022
The Steel Deck Institute (SDI) has consolidated the previously existing SDI NC “Standard for Non-composite Steel Floor Deck”, SDI RD “Standard for Steel Roof Deck” and SDI-C “Standard for Composite Steel Floor Deck—Slabs” into a single Standard, the SDI ...
Sputo, Thomas
core  

Behavior of Orthotropic Steel-UHPC Composite Bridge Deck under Cyclic Loading

, 2022
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), Shi, Z. (author), Su, Qingtian (author)   +2 more
core  

Fatigue Behavior Assessment Method of the Orthotropic Steel Deck for a Self-anchored Suspension Railway Bridge [PDF]

, 2016
A self-anchored suspension bridge with a large span arrangement (210+600+200) m is designed for urban railway in the city Chongjin of China. The deck system of the bridge also has some special features.
Yuan, Yuan, Wu, Chong, Jiang, Xu
core   +1 more source

Systematic Rehabilitation Techniques and Dynamic Analysis of Bridge Deck System with Concrete-Filled Steel Tube Arches

Buildings
Due to prolonged heavy traffic, the Wuhan Changfeng Bridge has experienced extensive cracking in its main girder structure. Of the bridge’s 60 crossbeams, 51 (85%) have developed cracks, while the deck pavement over the steel beams has accumulated a ...
Jie Cai, Zikang Zou, Zhipeng Wang
doaj   +1 more source

Abstracts

Molecular Oncology, Volume 19, Issue S1, Page 1-940, June 2025.
Abstracts submitted to the ‘EACR 2025 Congress: Innovative Cancer Science’, from 16–19 June 2025 and accepted by the Congress Organising Committee are published in this Supplement of Molecular Oncology, an affiliated journal of the European Association for Cancer Research (EACR).
wiley   +1 more source

Assessment of reliable fatigue life of orthotropic steel deck

, 2011
The fatigue life assessment of orthotropic steel decks of highway bridges still hasn’t been sufficiently investigated. The inspection results of orthotropic steel decks have shown that their working life can be shorter than other members of steel highway
Darko Dujmović, Ivan Lukačević, Boris Androić   +2 more
core   +1 more source

Modelling of five-point bending beam test for asphalt surfacing system on orthotropic steel deck bridges

, 2019
The orthotropic steel deck bridges (OSDBs) in the Netherlands consists mostly of multilayer system: top porous asphalt layer, guss asphalt layer, steel deck and two membrane layers.
Tzimiris, G. (author), Liu, X. (author), Scarpas, Athanasios (author), Li, J (author)   +3 more
core   +1 more source