2013
DOI: 10.1007/s00107-013-0716-1
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An analytical model for embedment stiffness of a dowel in timber under cyclic load

Abstract: Note: The following files were submitted by the author for peer review, but cannot be converted to PDF. You must view these files (e.g. movies) online. Analytical.tex References.bib spbasic.bst svglov3.clo svjour3.cls

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Cited by 8 publications
(2 citation statements)
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References 23 publications
(27 reference statements)
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“…The reduced stiffness at R=-1 includes the slip due to the oversize of the Reynolds et al [22] showed that the stiffness of the embedment test could around the hole edge, and is therefore reflected in the coefficients a n and b n , in Figure 7.…”
mentioning
confidence: 99%
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“…The reduced stiffness at R=-1 includes the slip due to the oversize of the Reynolds et al [22] showed that the stiffness of the embedment test could around the hole edge, and is therefore reflected in the coefficients a n and b n , in Figure 7.…”
mentioning
confidence: 99%
“…tion stiffness is to be represented by an equivalent linear elastic stiffness, as 22 is the case in most structural engineering analysis, then that stiffness must 23 be chosen to be appropriate to the nature of the applied load. This study 24 investigates the stiffness of dowel-type connections under the cyclic loads re-…”
mentioning
confidence: 99%