Finite Element Modelling of Fracture in dowel-type timber connections
Dowel-type steel to timber connections are commonly used in timber structure. The load carrying capacity and the stress distribution within the connection area are complicated and the failure behavior of a connection depends on many parameters. The main purpose of this thesis was to verify, using th...
| Main Authors: | , |
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| Format: | Others |
| Language: | English |
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Linnéuniversitetet, Institutionen för maskinteknik (MT)
2014
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| Subjects: | |
| Online Access: | http://urn.kb.se/resolve?urn=urn:nbn:se:lnu:diva-34783 |