1887

oa Civil Engineering = Siviele Ingenieurswese - Shear in a reinforced concrete skew bridge deck

 

Abstract

In order to study the significance of observed inclined cracks and calculated shear concentration in an existing road-over-rall skew bridge deck, a quarter-scale model was tested in the laboratory. This paper concentrates on the experimental study. Flexural strength was obtained despite obtuse corner shear and free-edge inclined cracking.

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/content/civeng/29/8/AJA10212019_21524
1987-08-01
2016-12-06
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