Investigation of a combined failure mode for screw anchors under tension
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DOI: 10.1177/1369433220924795
Abstract: A modified concrete capacity design method is available to predict the ultimate tensile strength (Nu ) of screw anchors. Screw anchors commonly fail in a combination of concrete breakout and pullout modes. This combined mode… read more here.
Keywords: mode; combined failure; combined mode; tension ... See more keywords