izvorni znanstveni rad
Regular assumption in everyday engineering practice is that the contact bond stresses are even along the anchor. The results of instrumented anchor show that the mentioned distribution is highly nonuniform. The numerical procedure is presented which allows a safe and quick assessment of geotechnical anchor ultimate capacity, obtaining the distribution of all important statical values along the fixed anchor length (force, bond stresses, displacements).
Geotechnical anchor; ultimate capacity; bond stress; displacement; debonding
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