Affiliation:
1. VSB-Technical University of Ostrava
2. VSB Technical University Ostrava
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.
Publisher
Trans Tech Publications, Ltd.
Reference10 articles.
1. Eurocode 5: Design of timber structures – Part 1-1: General – Common rules and rules for buildings, Czech Standards Institute, 01/(2007).
2. Mikolasek, D., The analysis of peak joint section of glued laminated structure, In The Building horizon, 2010, volume 19, number 8, p.239 – 242, ISSN 1210-4027. (In Czech language).
3. CSN EN 383 Timber structures - Test methods - Determination of embedment strength and foundation values for dowel type fasteners, Czech Standards Institute, 06/(2007).
4. CSN EN 1380 Timber structures – Test methods – Bearing nails, woodscrews, dowels and bolts, 12/(2009).
5. Lokaj, A., Vavrusova, K., Rykalova, E. Application of laboratory tests results of dowel joints in cement-splinter boards VELOX into the fully probabilistic methods (SBRA method). In Applied Mechanics and Civil Engineering (AMCE) 2011, Macau 12/2011, ISSN: 1660-9336, ISBN: 13978-3-03785-291-0.
Cited by
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