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Stress/Strain Behaviour of Mechanical and Adhesive Joints in Timber Façade Applications

The result's identifiers

  • Result code in IS VaVaI

    <a href="https://www.isvavai.cz/riv?ss=detail&h=RIV%2F00216305%3A26110%2F20%3APU137524" target="_blank" >RIV/00216305:26110/20:PU137524 - isvavai.cz</a>

  • Result on the web

    <a href="https://www.scientific.net/KEM.868.142" target="_blank" >https://www.scientific.net/KEM.868.142</a>

  • DOI - Digital Object Identifier

    <a href="http://dx.doi.org/10.4028/www.scientific.net/KEM.868.142" target="_blank" >10.4028/www.scientific.net/KEM.868.142</a>

Alternative languages

  • Result language

    angličtina

  • Original language name

    Stress/Strain Behaviour of Mechanical and Adhesive Joints in Timber Façade Applications

  • Original language description

    This paper compares the stress and strain behaviour of mechanical fasteners and elastic adhesive connections in timber façade applications. Two common designs with timber cladding are introduced. The traditional façade planks and multilayer large-format solid wood panels were selected. The resistance of a reference façade section with mechanical fasteners or adhesive bond to wind suction is determined according to the recommendations of European guideline ETAG 034. The pressure/suction chamber allowing hermetic closure was used. The sample deformation was measured at 15 locations, this also allowed to determine the elongation of the adhesive layer at break. The failure loads reached with the adhesive joint exceeded 20 kN/m2 in both combinations of façade cladding. On the other hand, the sample with a large-format panel and mechanical fasteners showed the lowest failure load at 12 kN/m2. The results confirmed that bonded joints are a suitable solution for large-format cladding, whereas an increase in the number of mechanical fasteners will be a more convenient solution for façade plank applications.

  • Czech name

  • Czech description

Classification

  • Type

    D - Article in proceedings

  • CEP classification

  • OECD FORD branch

    20101 - Civil engineering

Result continuities

  • Project

  • Continuities

    S - Specificky vyzkum na vysokych skolach

Others

  • Publication year

    2020

  • Confidentiality

    S - Úplné a pravdivé údaje o projektu nepodléhají ochraně podle zvláštních právních předpisů

Data specific for result type

  • Article name in the collection

    21st Conference on the Rehabilitation and Reconstruction of Buildings, CRRB 2019

  • ISBN

    978-3-0357-3653-3

  • ISSN

    1013-9826

  • e-ISSN

  • Number of pages

    8

  • Pages from-to

    142-149

  • Publisher name

    Trans Tech Publications Ltd

  • Place of publication

    Švýcarsko

  • Event location

    Prague

  • Event date

    Nov 28, 2019

  • Type of event by nationality

    WRD - Celosvětová akce

  • UT code for WoS article