Abstract
The results of an analytical and experimental investigation into the failure mechanisms caused by short anchor bolts, embedded in a brittle matrix and loaded monotonically in tension, are presented and discussed. Several engineering applications are included which describe the limitations of currently available design procedures. A mathematical model, based on linear elastic fracture mechanics, is used to predict crack paths, determine the stability of the crack growth, and obtain the tensile capacity of the anchor bolts. The theoretical results are consistent with those obtained from experiments conducted with the use of mortar as a matrix material.
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