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This paper also presents a three dimensional nonlinear finite element model of post-tensioned push specimens.
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The results indicated that incorporating the effects of prestress produces satisfactory results for the overall bond stress slip behaviour of post-tensioned push test specimens.
The water effect on the adhesion of the joints was found to be significant, especially at longer immersion times; the shear strength of push out specimens reduced by 71% after ten months of immersion and the failure mode was shifted from cohesive within concrete to adhesive at the adhesive/concrete interface.
In order to investigate the behavior of stud connectors subjected to combined shear and tension loads, twelve pull-out, six push-out and twelve modified push-out specimens were prepared and tested.
Eighteen push-out specimens were performed.
Concurrently, push-out specimens were made and tested to determine shear force vs. slip curves.
Eight push-out specimens were tested covering various geometries of angle shear connector.
Numerical modelling of RC and SFRC push-off specimens shows good global behaviour.
Twenty-two uncracked push-off specimens were casted and heated in an electrical furnace.
For headed shear studs both verifications are based on worldwide performed experimental investigations with push-out specimens.
Sixteen full-scale push-off specimens with clustered shear connectors on concrete and steel girders were tested.
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