Numerical simulation of contact problems - traditional timber joints under monotonous loading

Schober, Kay-Uwe

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DC Field	Value	Language
dc.contributor.author	Schober, Kay-Uwe	de
dc.date.accessioned	2004-12-06T14:33:37Z	-
dc.date.available	2004-12-06T14:33:37Z	-
dc.date.created	2000	de
dc.date.issued	2000-05-16	de
dc.identifier.uri	http://hdl.handle.net/2003/2874	-
dc.identifier.uri	http://dx.doi.org/10.17877/DE290R-2097	-
dc.description.abstract	A numerical simulation on rafter-tie beam-connections in traditional roofs under monotonous loading is presented. A comparison was made to tests performed at Dresden University of Technology (DE). A step-by-step procedure was adopted to simulate the semi-rigid behaviour of the connection with point-to-surface contact elements. The results show good correspondence with typical material characteristics. To increase the load carrying capacity further studies with fibreglass fabrics reinforced joints were considered.	en
dc.format.extent	16506387 bytes	-
dc.format.extent	2962055 bytes	-
dc.format.mimetype	application/pdf	-
dc.format.mimetype	application/postscript	-
dc.language.iso	en	de
dc.publisher	Universität Dortmund	de
dc.subject	ANSYS	en
dc.subject	contact problems	en
dc.subject	Finite-Element modelling	en
dc.subject	Holzverbindungen	en
dc.subject	Kontaktanalyse	de
dc.subject	numerical simulation	en
dc.subject	Timber engineering	en
dc.subject	Timber joints	en
dc.subject.ddc	620	de
dc.title	Numerical simulation of contact problems - traditional timber joints under monotonous loading	en
dc.type	Text	de
dc.type.publicationtype	doctoralThesis	en
dcterms.accessRights	open access	-
Appears in Collections:	Lehrstuhl Tragkonstruktionen

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schobersig.pdf		2.89 MB	Adobe PDF	View/Open

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