The Placement Effect of some Types of Steel Bonded Anchors on Anchor Joint bearing Capacity

The Placement Effect of some Types of Steel Bonded Anchors on Anchor Joint bearing Capacity

Paper in proceedings (conference paper)

The problem of real anchorage behaviour in the context of integrated building struc-ture design is an integral part of the design of structures in a real system. This article concen-trates on the problems of real anchorage behaviour of anchorage joint which consists of cou-ple of steel bonded anchors and which is loaded by static tension force. The anchors are placed in sufficient distance from margins of the concrete body so that the effect of small dis-tance from margins on bearing capacity at concrete failure is eliminated. The experiments were carried out for various diameters of anchors in two boundary distances between them. The results will be used to verify the numerical models.

The problem of real anchorage behaviour in the context of integrated building struc-ture design is an integral part of the design of structures in a real system. This article concen-trates on the problems of real anchorage behaviour of anchorage joint which consists of cou-ple of steel bonded anchors and which is loaded by static tension force. The anchors are placed in sufficient distance from margins of the concrete body so that the effect of small dis-tance from margins on bearing capacity at concrete failure is eliminated. The experiments were carried out for various diameters of anchors in two boundary distances between them. The results will be used to verify the numerical models.

anchorage, bonded anchor elements, steel joints, ATENA model

anchorage, bonded anchor elements, steel joints, ATENA model

BAJER, M.; KALA, J.; BARNAT, J.

12.10.2005

Žilina, Slovensko, 2005

80-8070-462-7

Concrete and concrete structures

EDIS

239

244

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