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dc.contributor.advisorMalo, Kjell Anb_NO
dc.contributor.authorSigbjørnsen, Linenb_NO
dc.date.accessioned2014-12-19T12:01:38Z
dc.date.available2014-12-19T12:01:38Z
dc.date.created2012-11-10nb_NO
dc.date.issued2012nb_NO
dc.identifier567025nb_NO
dc.identifierntnudaim:7343nb_NO
dc.identifier.urihttp://hdl.handle.net/11250/237143
dc.description.abstractThe aims of this report are to investigate whether a new specimen is suitable for shear testing and to investigate the shear properties of Nordic glulam CE L40c. A total number of 56 shear tests were carried out. The specimens were modelled numerically and tested in the laboratory using video extensometry to measure surface strains. Approximately 40 % of all specimens produced a nice shear surface at failure. Practically all specimens formed two vertical cracks along the sides of the shear plane. These cracks had their origin from areas along the cuts where concentrations of tension perpendicular to grain were observed in results from numerical analysis and laboratory testing. The characteristic shear strength of CE L40c, f_(v,g,k), was estimated between 2.6 MPa and 3.6 MPa, depending on specimen size. The average 5-percentile of the stiffness, G_(g,05), was estimated approximately 970 MPa.nb_NO
dc.languageengnb_NO
dc.publisherInstitutt for konstruksjonsteknikknb_NO
dc.subjectntnudaim:7343no_NO
dc.subjectMTBYGG Bygg- og miljøteknikkno_NO
dc.subjectBeregningsmekanikkno_NO
dc.titleShear Properties of Nordic Glulam CE L40cnb_NO
dc.typeMaster thesisnb_NO
dc.source.pagenumber88nb_NO
dc.contributor.departmentNorges teknisk-naturvitenskapelige universitet, Fakultet for ingeniørvitenskap og teknologi, Institutt for konstruksjonsteknikknb_NO


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