Ultimate Load Capacities of Plane and Axisymmetric Headed Anchors
Publication: Journal of Engineering Mechanics
Volume 125, Issue 11
Abstract
A finite-element-based linear elastic fracture mechanics analysis of the pullout of headed anchors is presented. The anchor is modeled as a vertically loaded crack of diameter c, embedded at a depth d, with a rigid upper surface, and traction-free lower surface. The fracture toughness and Poisson's ratio of the surrounding matrix are KIc and ν, respectively. For selected values of d/c, the mode-I stress intensity factor is calculated for each increment of the crack growth, which emanates from the edge of the anchor, and follows the direction of zero mode-II stress intensity factor. The stress intensity factors are used to calculate the ultimate load Pu, which is written as Pu = g(d/c, ν)d3/2KIc. For ν = 0.2 and relatively large values of d/c, g = 2.8 for axisymmetric anchors and g = 1.2 for plane strain anchors.
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Received: Feb 2, 1999
Published online: Nov 1, 1999
Published in print: Nov 1999
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