1887

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

 

Abstract

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

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/content/civeng/30/9/AJA10212019_17477
1988-09-01
2016-12-09
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