The Bearing Capacity of Agglomerated Wood Joints

Kristyna Vavrusova

doi:10.4028/www.scientific.net/AMM.470.1077

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HomeApplied Mechanics and MaterialsApplied Mechanics and Materials Vol. 470The Bearing Capacity of Agglomerated Wood Joints

The Bearing Capacity of Agglomerated Wood Joints

Abstract:

The aim of this paper is in determination of nail bearing capacity in single-shear 4-nails joints of timber-cement boards of selected thicknesses bonded with middle solid wood (spruce) element on the base of destructive laboratory testing according to valid standards [1, 2]. The article also includes comparison with bearing capacity calculated according to Eurocodes [.

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Periodical:

Applied Mechanics and Materials (Volume 470)

Pages:

1077-1080

DOI:

https://doi.org/10.4028/www.scientific.net/AMM.470.1077

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Online since:

December 2013

Authors:

Kristyna Vavrusova*

Keywords:

Bearing Capacity, Laboratory Testing, Nail Joint, Timber, Timber-Cement Board, Wall-Cladding

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References

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