Results 61 to 70 of about 349 (179)
Development of a lamella‐model to evaluate stresses caused by hot asphalt installation
Abstract On road‐bridges hot asphalt is installed to provide a level and waterproof surface. That wearing surface, however, needs occasional renewal. On a number of steel highway‐bridges it has been observed that after such asphalt‐renewal fatigue‐cracks have increasingly occurred at the welds of orthotropic bridge‐decks.
Damian Händeler +3 more
wiley +1 more source
Blast-Resistant Performance Evaluation of Steel Box Girder of Suspension Bridge
Explosions pose significant risks to large-span steel bridges, which are integral to modern transportation networks and construction projects. This study evaluates the blast resistance of the orthotropic bridge deck of the Taizhou Yangtze River Bridge ...
Qi Peng, Qizhen Wang, Liangliang Ma
doaj +1 more source
Fatigue cracks have been identified in key structural details of the orthotropic deck on the SNP Bridge - the bridge with the longest span in Slovakia – crossing the Danube River in Bratislava.
Ároch Rudolf +3 more
doaj +1 more source
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 +13 more
doaj +1 more source
This paper proposed a lightweight design method for orthotropic steel bridge deck U-ribs. Firstly, the U-rib is analyzed in static structural properties.
Guangming Sun +5 more
doaj +1 more source
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
Experimental study on optimization of continuous steel box girder bridge deck
In order to accurately optimize the structural parameters of steel bridge deck(OSD), an optimal design method of continuous steel box girder bridge deck based on response surface method is proposed.
Chao Zhang +3 more
doaj +1 more source
Fatigue Reliability Assessment for Orthotropic Steel Decks: Considering Multicrack Coupling Effects
Multiple fatigue cracks are generally present in practical engineering due to the existence of welding; the size and number of cracks of orthotropic steel bridge decks are greatly uncertain.
Jing Liu +5 more
doaj +1 more source
Fatigue behavior and optimization of double-sided welded joints in orthotropic steel decks
Compared with the single-side welded joint, the novel deck-rib double-sided welded joint is expected to improve the fatigue behavior of orthotropic steel decks (OSDs).
Junjie Zhou +3 more
doaj +1 more source
Effective Notch-Stress-Based Stress Concentration Factors of the Rib-Deck Weld in Orthotropic Steel Decks Considering the Effect of Asphalt Surfacing. [PDF]
Wang Q, Shi S, Yao Y, Wang Z, Fu Z.
europepmc +1 more source

