Shear Stress Variation at Scour Hole of Circular Pier
نویسندگان
چکیده
منابع مشابه
Experimental Investigation of Scour Hole Geometry around Circular Bridge Piers
Failure of the bridges due to local scour around their piers can cause serious life losses and property damages and create significant environmental problems. In this experimental study, scour hole geometry around circular bridge piers were investigated. The experiments were carried out in a rectangular flume 80 cm wide, 18.6 m long and 75 cm high by using uniform sediment with a median diamete...
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Prediction of maximum local scour is necessary for the safety and economical design of the bridges. A number of equations have been developed over the years to predict local scour depth using laboratory data and a few pier equations have also been proposed using field data. Most of these equations are empirical in nature as indicated by the past publications. In this paper attempts have been ma...
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j1 Christian Chreties MSc Assistant Professor, Instituto de Mecánica de los Fluidos e Ingenierı́a Ambiental (IMFIA), Engineering School, Universidad de la República, Uruguay j2 Luis Teixeira PhD Full Professor, Instituto de Mecánica de los Fluidos e Ingenierı́a Ambiental (IMFIA), Engineering School, Universidad de la República, Uruguay j3 Gonzalo Simarro PhD Associate Researcher, Instituto de Cie...
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In this research, residual strength and stress concentration factor of laminated composites with a circular open hole are studied analytically, numerically and experimentally. The numerical study was carried out using the finite element method. Moreover an analytical study was carried out with developing of point stress criterion. Mechanical testing was performed to determine the un-notched ten...
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ژورنال
عنوان ژورنال: Engineering
سال: 2012
ISSN: 1947-3931,1947-394X
DOI: 10.4236/eng.2012.411105