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Coupled and uncoupled nonlinear elastic finite element models formonotonically loaded sheathing-to-framing joints in timber based shear walls
Linnéuniversitetet, Institutionen för teknik, TEK.
Linnéuniversitetet, Institutionen för teknik, TEK.ORCID-id: 0000-0002-5333-0682
Linnéuniversitetet, Institutionen för teknik, TEK.
2010 (engelsk)Inngår i: Engineering structures, ISSN 0141-0296, E-ISSN 1873-7323, Vol. 32, nr 11, s. 3433-3442Artikkel i tidsskrift (Fagfellevurdert) Published
Abstract [en]

Four different elastic models for sheathing-to-framing connections are presented and evaluated on asingle connection level and on a shear wall level. Since the models are elastic in their nature they aresuitable mainly for cases where the sheathing-to-framing connections are subjected to monotonicallyincreasing displacements. Of the four models one is uncoupled and the others are coupled with respect tothe two perpendicular displacement directions in a two-dimensional model. Two of the coupled modelsare non-conservative, while the third is conservative, indicating a path independency with respect to thework done to reach a defined state of deformation. When the different models are compared it is obviousthat the uncoupled model gives strength and stiffness values higher than the others; however it is notobvious which of the models to use in a shear wall analysis, each of the models having its advantages anddisadvantages. For the experimental data used as input in the analyses of this study however, a couplednon-conservative model seems the most appropriate.

sted, utgiver, år, opplag, sider
Elsevier, 2010. Vol. 32, nr 11, s. 3433-3442
Emneord [en]
Shear walls, Coupled model, Sheathing-to-framing joint, Finite element method
HSV kategori
Forskningsprogram
Teknik, Byggteknik
Identifikatorer
URN: urn:nbn:se:kau:diva-74404DOI: 10.1016/j.engstruct.2010.05.018Scopus ID: 2-s2.0-77957304222OAI: oai:DiVA.org:kau-74404DiVA, id: diva2:1343460
Tilgjengelig fra: 2019-08-16 Laget: 2019-08-16 Sist oppdatert: 2019-08-21bibliografisk kontrollert

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