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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 (English)In: Engineering structures, ISSN 0141-0296, E-ISSN 1873-7323, Vol. 32, no 11, p. 3433-3442Article in journal (Refereed) 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.

Place, publisher, year, edition, pages
Elsevier, 2010. Vol. 32, no 11, p. 3433-3442
Keywords [en]
Shear walls, Coupled model, Sheathing-to-framing joint, Finite element method
National Category
Building Technologies
Research subject
Technology (byts ev till Engineering), Civil engineering
Identifiers
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
Available from: 2019-08-16 Created: 2019-08-16 Last updated: 2019-08-21Bibliographically approved

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Vessby, JohanSerrano, ErikOlsson, Anders

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