A numerical study of methods to predict the capacity of multiple steel-timber dowel joints
Sjödin, Johan and Serrano, Erik LU
(2008)
In European Journal of Wood and Wood Products
66(6).
p.447-454
- Abstract
- <p>In this study, two numerical methods are used to predict the load-bearing capacity of multiple steel-timber dowel joints loaded parallel to the grain. The aim was to show the possibility and the advantages of using numerical methods when designing multiple dowel-type joints.</p><p>The results showed a good correlation to experimental results taken from the literature and to traditional joint calculations as given in Eurocode 5 (2004). The numerical methods are capable of predicting alternative dowel patterns that can be of great value, not only from a structural point of view, but also for aesthetical reasons. In addition, the numerical methods presented in this study can also be efficient tools for the structural... (More)
- <p>In this study, two numerical methods are used to predict the load-bearing capacity of multiple steel-timber dowel joints loaded parallel to the grain. The aim was to show the possibility and the advantages of using numerical methods when designing multiple dowel-type joints.</p><p>The results showed a good correlation to experimental results taken from the literature and to traditional joint calculations as given in Eurocode 5 (2004). The numerical methods are capable of predicting alternative dowel patterns that can be of great value, not only from a structural point of view, but also for aesthetical reasons. In addition, the numerical methods presented in this study can also be efficient tools for the structural engineer when considering complex loading situations in joints, i.e. in cases involving other loading situations than pure tension parallel to the grain.</p> (Less)
Please use this url to cite or link to this publication:
https://lup.lub.lu.se/record/4770417
- author
- Sjödin, Johan
and Serrano, Erik
LU
- publishing date
- 2008
- type
- Contribution to journal
- publication status
- published
- subject
- keywords
- dowel type joints, timber structures, numerical analysis
- in
- European Journal of Wood and Wood Products
- volume
- 66
- issue
- 6
- pages
- 447 - 454
- publisher
- Springer
- external identifiers
-
- scopus:57249091619
- ISSN
- 0018-3768
- DOI
- 10.1007/s00107-008-0271-3
- language
- English
- LU publication?
- no
- id
- bc1aa8ce-f60b-46e8-b9fc-8da435f43c82 (old id 4770417)
- date added to LUP
- 2016-04-01 12:02:32
- date last changed
- 2022-01-26 21:56:19
@article{bc1aa8ce-f60b-46e8-b9fc-8da435f43c82,
abstract = {{<p>In this study, two numerical methods are used to predict the load-bearing capacity of multiple steel-timber dowel joints loaded parallel to the grain. The aim was to show the possibility and the advantages of using numerical methods when designing multiple dowel-type joints.</p><p>The results showed a good correlation to experimental results taken from the literature and to traditional joint calculations as given in Eurocode 5 (2004). The numerical methods are capable of predicting alternative dowel patterns that can be of great value, not only from a structural point of view, but also for aesthetical reasons. In addition, the numerical methods presented in this study can also be efficient tools for the structural engineer when considering complex loading situations in joints, i.e. in cases involving other loading situations than pure tension parallel to the grain.</p>}},
author = {{Sjödin, Johan and Serrano, Erik}},
issn = {{0018-3768}},
keywords = {{dowel type joints; timber structures; numerical analysis}},
language = {{eng}},
number = {{6}},
pages = {{447--454}},
publisher = {{Springer}},
series = {{European Journal of Wood and Wood Products}},
title = {{A numerical study of methods to predict the capacity of multiple steel-timber dowel joints}},
url = {{http://dx.doi.org/10.1007/s00107-008-0271-3}},
doi = {{10.1007/s00107-008-0271-3}},
volume = {{66}},
year = {{2008}},
}