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