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The paper presents the results of pull-out tests using various anchors, which were installed in cracked concrete with different crack width. The obtained results were compared with the results of ETAG method. The results obtained from both testing methods agree with each other, and proposed simplified testing methods was verified for evaluation of the performance of post-installed anchors in cracked concrete.
Due to rapid increase of construction and conservation works in construction and conservation areas, the number of cracks is increasing in concrete. As a result, the failure of a post-installed anchor is becoming more serious. In order to evaluate the performance of post-installed anchor in cracked concrete by using a simplified testing method, it is necessary to know the maximum crack width that can be controlled by the simplified testing method. In this paper, the crack width was divided into three stages; i.e., small, medium and large cracks, and the maximum crack width that can be controlled by the simplified testing method was calculated. The authors succeeded in obtaining stable pull-out test data for different types of post-installed anchor, which were installed in various crack widths. In this paper, the ETAG method was compared with the simplified testing method, and the results were evaluated. The results obtained from both testing methods agree with each other, and the simplified testing method was verified for evaluation of the performance of post-installed anchor in cracked concrete.
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