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Preliminary communication

Bearing capacity of glued and wound steel bars contained in oak elements

Vlatka Rajčić
Adriana Bjelanović
Mladenko Rak


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page 155-161

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Abstract

The tensile strength of glued and wound steel bars contained in oak samples, as determined by uniaxial pull-out testing, is presented in the paper. The bearing capacity of such connections depends on the geometry of the connection, but also on the quality of the wood, glue and steel. The parametric model, prepared before the testing based on the finite element method, has proven to be a theoretical confirmation of test results. The analysis shows that the stress distribution corresponds well with individual connection failure mechanisms.

Keywords

wound steel bars; gluing; oak wood; tensile strength of connection; pull-out test; parametric model; finite element method

Hrčak ID:

10169

URI

https://hrcak.srce.hr/10169

Publication date:

12.4.2004.

Article data in other languages: croatian

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