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Effects of surface reinforcement on bearing capacity of concrete with anchor bolts
66 tests of the influence of surface reinforcement on the tensile load capacity of cast-in fasteners have been carried through. In the tests threaded rods ∅30 mm with a ∅45 mm nut at the end were cast-in centrically in concrete slabs (1.2 m × 1.2 m × 0.3 m up to 2.2 m × 2.2 m × 0.6 m). The amount of surface reinforcement was varied from 0% up to about 1.2%. There is a considerable increase in the load capacity with surface reinforcement present. The increase depends on the geometry and the amount and placement of the reinforcement. ; Validerad; 2011; 20111215 (manil)
Effects of surface reinforcement on bearing capacity of concrete with anchor bolts
66 tests of the influence of surface reinforcement on the tensile load capacity of cast-in fasteners have been carried through. In the tests threaded rods ∅30 mm with a ∅45 mm nut at the end were cast-in centrically in concrete slabs (1.2 m × 1.2 m × 0.3 m up to 2.2 m × 2.2 m × 0.6 m). The amount of surface reinforcement was varied from 0% up to about 1.2%. There is a considerable increase in the load capacity with surface reinforcement present. The increase depends on the geometry and the amount and placement of the reinforcement. ; Validerad; 2011; 20111215 (manil)
Effects of surface reinforcement on bearing capacity of concrete with anchor bolts
Nilsson, Martin (author) / Ohlsson, Ulf (author) / Elfgren, Lennart (author)
2011-01-01
Nordic Concrete Research, 0800-6377, 2011, 2011:44, s. 161-174
Article (Journal)
Electronic Resource
English
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