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The Influence of Moisture Content on Strength of Window Corner Joint

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Języki publikacji
EN
Abstrakty
EN
The tendency to improve the energy efficiency of windows has led to an increase in the number of panes used. The greater weight of the window sash leads to a loss of its geometry during normal usage. This deformation of geometry is caused by its own weight, and thus reduces the efficiency of preventing heat loss. All the positive effects that are obtained by using multiple panes of glass are thus lost. As window manufacturers often try to cut production costs by shortening the time of kiln drying, this paper researches the effect of using elements with different moisture content. Articles on similar topics were reviewed and it was found that there were no available data on the researched topic. Only about 20 different articles on similar topics were found, but the starting conditions or input was greatly different. Also, there are no official standards that cover the strength of window corner joints. This paper analyzes the influence of the change in moisture of the elements on the strength of the joint. Three groups of window corner joint samples were examined. The first group of samples was the control group that was supposed to determine the strength of the joint when the window beams were made with the recommended moisture according to a corresponding standard (12 ± 2%). In the second and third groups, the moisture of the beams was taken as a variable factor, namely the moisture content of 18 ± 2%. The results of this study show that the strength values of the currently used corner joints (double mortise and tenon) are different at different moisture contents. As expected, the samples with the recommended moisture content had higher strength values than the samples with the higher moisture content. There are many challenges in proper kiln drying and the final moisture content has a crucial impact on window strength. As windows have a specific purpose in buildings, they should have sufficient strength to be properly used over a long period. These obtained results should demonstrate the importance of the moisture content of wooden beams used in window production.
Słowa kluczowe
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Art. no. 176609
Opis fizyczny
Bibliogr. 25 poz., rys., tab., wykr.
Twórcy
autor
  • Faculty of Forestry, Belgrade, Serbia
  • Faculty of Forestry, Belgrade, Serbia
autor
  • Faculty of Forestry, Belgrade, Serbia
Bibliografia
  • Altinok M., Semsettin D., Ali A. and Gürleyen L. [2013]: “Determination of the Effects of Wood Types and Impregnation Process in Performance of the Window Frames Corner Joints.” Wood Research 58 (January): 275–84.
  • Altınok M., Döngel N., Söğütlü C. and Doruk Ș. [2010]: “Determination of diagonal compression performance of the wooden joinery corner joints with mor-tise and tenon.” Kastamonu Üniversitesi Orman Fakültesi Dergisi 10 (2): 96–101. https://www.cabdi-rect.org/cabdirect/abstract/20113038352.
  • Bomba J., Premysl S., Martin B., and Devera M. [2014]: “Influence of Moisture Content on the Bond Strength and Water Resistance of Bonded Wood Joints.” Bio-resources 165 (September): 5208–18. https://doi.org/10.15376/biores.9.3.5208-5218.
  • Derikvand M., Ghanbar E. and Eckelman C. A. [2014]: “Bending Moment Capacity of Mortise and Loose-Tenon Joints.” Wood and Fiber Science, April, 159–66. https://wfs.swst.org/index.php/wfs/article/view/668.
  • Elek L., Zsolt K., Levente C. and Charu A. [2020]: “Evaluation of the Effect of Optimal Fit Criteria on the Compressive Strength of Open Mortise and Tenon Corner Joints.” European Journal of Wood and Wood Products 78 (March). https://doi.org/10.1007/s00107-020-01509-w.
  • Hrovatin J., Zupančič A., Sernek M., and Oblak L. [2013]: “The Fracture Moment of Corner Joint Bonded by Different Glues.” Drvna Industrija 64 (January): 335–40. https://doi.org/10.5552/drind.2013.1248.
  • Hu W. and Guan H. [2019]: “A Finite Element Model of Semi-Rigid Mortise-and-Tenon Joint Considering Glue Line and Friction Coefficient.” Journal of Wood Science 65 (March). https://doi.org/10.1186/s10086-019-1794-4.
  • Niklewski J. and Fredriksson M. [2019]: “The Effects of Joints on the Moisture Behaviour of Rain Exposed Wood: A Numerical Study with Experimental Validation.” Wood Material Science & Engineering 16 (April): 1–11. https://doi.org/10.1080/17480272.2019.1600163.
  • Pantaleo A., Ferri D., and Pellerano A. [2014]: “Tests for Outdoor Window Profiles: 90° Mortise Tenon Cor-ner Joints Strength Assessment.” Wood Material Sci-ence and Engineering 11 (August). https://doi.org/10.1080/17480272.2014.939712.
  • Podlena M., Böhm M., Múčka M., and Bomba J. [2017]: “Determination of the Bending Moment of a Dowel and Tenon Joint on Window Profile IV 92 of a Wooden Window.” BioResources 12 (2): 4202–13. https://ojs.cnr.ncsu.edu/index.php/BioRes/arti-cle/view/BioRes_12_2_4202_Podlena_Determina-tion_Bending_Moment_Dowel_Tenon.
  • Podlena M., Borůvka V., and Bomba J. [2015]: “The Strength Determination of Corner Joints Used for Wooden Windows.” In.
  • Postawa P., Stachowiak T., and Gnatowski A. [2017]: “Strength Analysis of Welded Corners of PVC Window Profiles.” IOP Conference Series: Materials Science and Engineering 225 (August): 012003. https://doi.org/10.1088/1757-899X/225/1/012003.
  • Potrebić M. [1994]: Drvne Konstrukcije 1. Beograd: Makarije.
  • Prekrat S., Hrovatin J., Berginc J., Sernek M., Zupančič A., Oblak L., and Medved S. [2014]: “Strength Comparison of Joints at Window Frames.” Drewno 56 (October): 9. https://doi.org/10.12841/wood.1644-3985.030.09.
  • Skakić D., and Krdžović A. [2002]: Finalna Prerada Drveta. Beograd: Šumarski fakultet.
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  • Vasiljević B, and Banjac M. [2010]: Priručnik Za Termo-dinamiku - Tabele i Dijagrami. Beograd: Mašinski fakultet.
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Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-f2791ed2-e0bc-4fc0-b04d-73371e90e756
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