Timber-framed wall panels with openings

• Published in: Transactions on the built environment Vol. 112; pp. 321 - 329
• Main Authors: KOZEM SILIH, E, PREMROV, M
• Format: Conference Proceeding Journal Article
• Language: English
• Published: Southampton WIT 2010; W I T Press
• Subjects: Apartment buildings; Applied sciences; Bearing capacity; Bearing strength; Building structure; Buildings. Public works; Carrying capacity; Construction (buildings and works); Exact sciences and technology; Fundamental areas of phenomenology (including applications); Load carrying capacity; Panels; Physics; Prefabrication; Solid mechanics; Static elasticity (thermoelasticity...); Stiffness; Stress concentration; Structural and continuum mechanics; Timber; Timber framed; Wood structure; Stress concentration; Wood; Building wall; Mechanical properties; Loadbearing capacity; Fiberboard; Windows; Wood construction; Experimental study; Coatings; Wedge; Door
• DOI: 10.2495/HPSM100301
• ISBN: 1845644646; 9781845644642
• ISSN: 1746-4498

This paper presents an experimental analysis of timber-framed wall elements with openings, coated with single fibre-plaster boards fastened to a timber frame. The present study is a continuation of the research work realized in recent years in the reinforcement of prefabricated timber-framed wall elements without any openings. Of course, in an apartment building, many walls may have one or more openings for functional reasons, doors or windows, where a concentration of the tensile stresses around the corners appears and consequently results in an essential decrease of the wall’s bearing capacity and the horizontal stiffness. We tested three groups of test samples in order to carry out an appropriate research about the influence of the area of opening on the stiffness and load-carrying capacity of the panels. The measured values for the non-opening test samples were taken from the previous research work and were compared with the measured values of the timber-framed wall elements with openings.