Mechanics of laterally loaded nail joints in timber

Show simple item record

dc.contributor.advisor Bryant, A. H. en
dc.contributor.advisor Lowe, P. G. en
dc.contributor.author Hunt, Richard Dennis en
dc.date.accessioned 2020-06-02T04:39:38Z en
dc.date.available 2020-06-02T04:39:38Z en
dc.date.issued 1987 en
dc.identifier.uri http://hdl.handle.net/2292/51193 en
dc.description Full text is available to authenticated members of The University of Auckland only. en
dc.description.abstract The mechanics of both laterally loaded single nail joints and moment resisting multi-nail Iap joints are examined in this thesis. In the first section an experimental programme was conducted in order to investigate the influence of timber properties, nail characteristics, and joint configurations on the mechanical behaviour of single nail joints. The test data obtained was used as input for a finite element analysis, this being a modification of that originally developed by Foschi (1974). The behaviour of single nail joints was shown to be dependent on many interrelated parameters, and as a consequence the influence of any one parameter was considered difficult to assess. The analytical method gave predictions of single nail joint behaviour that were in good agreement with experimental tests. The analysis also yielded accurate predictions of behaviour for a wide range of single nail joint configurations. In the second section the testing of a multi-nail, moment resisting, portal frame, knee joint is described. A finite element method of analysing the joint was developed. The timber was modelled as an orthotropic linear elastic material. Realistic properties of the joint plate were adopted, and the nails modelled as non-linear elements between the timber and plates. Experimental strains, nail slips, and displacements were shown to be in good agreement with predictions from the theoretical analysis. Significant shear and tension stresses perpendicular to the grain, as well as longitudinal direct stresses, were found to exist in the joint region. The peak stresses were greater than predicted by simple beam theory and rivet group joint analysis. The methods described in both investigating many aspects of sections of this thesis provide a means of joint design without requiring rigorous experimental tests to be conducted on whole joints. en
dc.publisher ResearchSpace@Auckland en
dc.relation.ispartof PhD Thesis - University of Auckland en
dc.relation.isreferencedby UoA9974700014002091 en
dc.rights Items in ResearchSpace are protected by copyright, with all rights reserved, unless otherwise indicated. en
dc.rights Restricted Item. Full text is available to authenticated members of The University of Auckland only. en
dc.rights.uri https://researchspace.auckland.ac.nz/docs/uoa-docs/rights.htm en
dc.title Mechanics of laterally loaded nail joints in timber en
dc.type Thesis en
thesis.degree.discipline Civil Engineering en
thesis.degree.grantor The University of Auckland en
thesis.degree.level Doctoral en
thesis.degree.name PhD en
dc.rights.holder Copyright: The author en


Files in this item

Find Full text

This item appears in the following Collection(s)

Show simple item record

Share

Search ResearchSpace


Browse

Statistics