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Modeling of fracture in the sill plate in partially anchored shear walls
Linnéuniversitetet, Fakultetsnämnden för naturvetenskap och teknik, Institutionen för teknik, TEK. (Byggteknik)ORCID-id: 0000-0002-5333-0682
Linnéuniversitetet, Fakultetsnämnden för naturvetenskap och teknik, Institutionen för teknik, TEK. (Byggteknik)
Linnéuniversitetet, Fakultetsnämnden för naturvetenskap och teknik, Institutionen för teknik, TEK. (Byggteknik)ORCID-id: 0000-0002-6410-1017
2012 (engelsk)Inngår i: Journal of Structural Engineering, ISSN 0733-9445, E-ISSN 1943-541X, Vol. 138, nr 10, s. 1285-1288Artikkel i tidsskrift (Fagfellevurdert) Published
Abstract [en]

This study relates to the topic of anchorage of shear walls. At times, eccentric forces between the sheathing and the anchoring devices may be introduced in the sill plate. In severe cases, such forces may cause the sill plate to split and to fail in a brittle manner. In this study, fracture mechanics are applied to develop a simple closed-form hand-calculation expression for estimation of the ultimate load capacity of the sill plate. Finite-element analyses using both linear elastic fracture mechanics (LEFM) theory and a nonlinear fictitious crack model are also used to predict the ultimate load-bearing capacity of the sill plate. The hand-calculation model is compared with the finite-element models, and good agreement is obtained. The results obtained with the various fracture mechanics models are compared with results available from previously performed experimental tests, and again good agreement is obtained. A general conclusion is that the LEFM theory is an adequate approach for the case studied and that the hand-calculation expression developed could be useful for structural design.

sted, utgiver, år, opplag, sider
Reston, VA: American Society of Civil Engineers (ASCE), 2012. Vol. 138, nr 10, s. 1285-1288
Emneord [en]
timber construction, cracking, shear walls, anchorage, finite element method, plates
HSV kategori
Forskningsprogram
Teknik, Byggteknik
Identifikatorer
URN: urn:nbn:se:lnu:diva-22321DOI: 10.1061/(ASCE)ST.1943-541X.0000548Scopus ID: 2-s2.0-84873381940OAI: oai:DiVA.org:lnu-22321DiVA, id: diva2:565346
Tilgjengelig fra: 2012-11-07 Laget: 2012-11-07 Sist oppdatert: 2019-10-17bibliografisk kontrollert

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