The Bearing Capacity of One-Shear Nail Joints in Cement-Splinter Boards

Abstract:

The aim of this article is in description of behavior and bearing capacity of one-shear nail joints in joints of cement-splinter boards with middle solid wood element on the base of destructive laboratory testing according to valid European standards [1]. The second part of this paper describes typical damage of these joints and comparison of these results with bearing capacity of the same way arranged and loaded joints, where however instead of cement-splinter board solid wood boards were used.

• Periodical: Applied Mechanics and Materials (Volumes 256-259)
• Pages: 901-904
• DOI: https://doi.org/10.4028/www.scientific.net/AMM.256-259.901
• Online since: December 2012
• Authors: Kristyna Vavrusova, Antonín Lokaj, Libor Žídek
• Keywords: Cement-Splinter Board, Nail Joint, Timber Structure

References

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