Abstract
This paper describes the structural performance of tensile bolt with bond on wood post-beam construction. The structural key issue of the moment-resisting joint using this bolt is to evaluate the tensile strength of embedding bolt with bond. Tensile tests in the variant of the dimension, bond, shape of insert hole, embedded-dowel length and so on were carried out. To predict the strength of the bolt, the tests for sliced timber through bolt were also carried out. As the results of their tests and calculations, influencing factors of the bolt were defined and moment-resisting performance was predicted using result of tensile bolt test.
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