Bridge engineering and aerodynamics

2017 ◽  
pp. 3-22 ◽  
Author(s):  
Klaus H. Ostenfeld ◽  
Allan Larsen
Keyword(s):  
2019 ◽  
Vol 21 (3) ◽  
pp. 25 ◽  
Author(s):  
Muyu Liu ◽  
Lei Liang ◽  
Hao Wu ◽  
Gang Xu ◽  
Qian Li

2020 ◽  
Vol 1 (1) ◽  
Author(s):  
Renda Zhao ◽  
Yuan Yuan ◽  
Xing Wei ◽  
Ruili Shen ◽  
Kaifeng Zheng ◽  
...  

AbstractBridge construction is one of the cores of traffic infrastructure construction. To better develop relevant bridge science, this paper introduces the main research progress in China and abroad in 2019 from 13 aspects, including concrete bridges and the high-performance materials, the latest research on steel-concrete composite girders, advances in box girder and cable-supported bridge analysis theories, advance in steel bridges, the theory of bridge evaluation and reinforcement, bridge model tests and new testing techniques, steel bridge fatigue, wind resistance of bridges, vehicle-bridge interactions, progress in seismic design of bridges, bridge hydrodynamics, bridge informatization and intelligent bridge and prefabricated concrete bridge structures.


Materials ◽  
2021 ◽  
Vol 14 (14) ◽  
pp. 3788
Author(s):  
Agnieszka Królikowska ◽  
Leszek Komorowski ◽  
Izabela Kunce ◽  
Damian Wojda ◽  
Katarzyna Zacharuk ◽  
...  

The first steel with improved resistance towards atmospheric corrosion, the so-called weathering steel, was patented in the USA in 1933 and was initially used for coal railway cars, and after that, in building and bridge engineering. Weathering steels show higher corrosion resistance than carbon steels in many types of atmosphere due to their ability to form a compact, stable, adherent and protective patina during the time of exposure. Morphological evaluation of the appearance of the corrosion product layer, together with phase analysis of its components, can enable determination of the type of patina and the degree of protection of the steel. To support the visual assessment of a patina, a check based on the qualitative and quantitative phase analysis of its components may be carried out, and the PAI (Protective Ability Index) can be calculated. The estimation of the corrosion processes on original Polish-made weathering steel (12HNNbA) was carried out on a 30-year-old bridge in Poland. There are some structural problems within the deck derived not only from corrosion but also steel cracking, both inside and outside the boxes, at different heights. Fourteen representative samples of patina were analysed and their phase structures were determined by the X-ray powder diffraction method. The PAIs were determined and analysed.


2009 ◽  
Vol 36 (5) ◽  
pp. 837
Author(s):  
Aftab Mufti ◽  
Badiar Bakht ◽  
Leslie Jaeger

2015 ◽  
Vol 16 (1) ◽  
pp. 51-68
Author(s):  
Kazimierz Flaga ◽  
Kazimierz Furtak

Abstract The aim of the article [1] was to discuss the application of steel-concrete composite structures in bridge engineering in the aspect of structural design, analysis and execution. It was pointed out that the concept of steel-concrete structural composition is far from exhausted and new solutions interesting from the engineering, scientific and aesthetic points of view of are constantly emerging. These latest trends are presented against the background of the solutions executed in Poland and abroad. Particular attention is focused on structures of double composition and steel-concrete structures. Concrete filled steel tubular (CFST) structures are highlighted.


2012 ◽  
Vol 91 (3) ◽  
pp. 693-701 ◽  
Author(s):  
Yuan Wang ◽  
Ruimin Ma ◽  
Tianhao Tang ◽  
Xia Liu ◽  
Ping Xie ◽  
...  

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