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contributor authorRocchi
contributor authorArgentini
contributor authorSbrosi
date accessioned2017-05-08T22:19:01Z
date available2017-05-08T22:19:01Z
date copyrightSeptember 2015
date issued2015
identifier other40654467.pdf
identifier urihttp://yetl.yabesh.ir/yetl/handle/yetl/77382
description abstractTwo different experimental approaches for the evaluation of a bridge deck’s stationary aerodynamic forces are studied in this paper: both wind tunnel measurement of global force and pressure distribution are evaluated on deck sectional models. Advantages and drawbacks of these different approaches are discussed using the results obtained on a simple deck section, specifically chosen to compare the selected methods. Two-dimensional computational fluid dynamics (CFD) simulations have been performed to provide an insight into the differences of the aerodynamic forces measured with the two methods. Specifically, the effect of shear stresses, measurement discretization, and axial correlation of pressures are addressed. In CFD analysis, several turbulence models are tested and discussed using Reynolds-averaged Navier-Stokes (RANS) equations.
publisherAmerican Society of Civil Engineers
titlePressure Distribution and Global Forces on a Bridge Deck Section: Experimental and CFD Analysis of Static Aerodynamic Forces
typeJournal Paper
journal volume20
journal issue9
journal titleJournal of Bridge Engineering
identifier doi10.1061/(ASCE)BE.1943-5592.0000695
treeJournal of Bridge Engineering:;2015:;Volume ( 020 ):;issue: 009
contenttypeFulltext


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