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Timber-framed partition walls and their restraining effect on warp - A model for spring

Magnus Bäckström (Institutionen för bygg- och miljöteknik, Konstruktionsteknik) ; Robert Kliger (Institutionen för bygg- och miljöteknik, Konstruktionsteknik)
Construction and Building Materials (0950-0618). Vol. 23 (2008), 1, p. 71-77.
[Artikel, refereegranskad vetenskaplig]

The shape of timber changes due to variations in moisture content (MC). A poor way of designing and/or erecting a structure may result in excessive deformation. An analytical model, which explains spring in a partition wall, is presented. The model is used for parametric studies of various properties such as longitudinal shrinkage coefficient, modulus of elasticity and cross-sectional size of the timber studs and stiffness of the cladding. With respect to spring, a problem is likely to occur when erecting a wall with single-sided cladding in a drying climate and the structure will benefit from relatively stiff studs and weak cladding.

Nyckelord: Warp; Crook; Partition walls; Restraining; Moisture-related deformation; Timber; Analytical solution

Denna post skapades 2008-12-12. Senast ändrad 2015-11-18.
CPL Pubid: 81296


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Institutioner (Chalmers)

Institutionen för bygg- och miljöteknik, Konstruktionsteknik (2005-2017)



Chalmers infrastruktur