DEFECTS AND FAILURES OF JOINTS OF HISTORIC ROOF TRUSSES AND POSSIBILITIES OF USING FRP MATERIALS IN THEIR REHABILITATION AND STABILIZATION

Autoři

  • Tomáš Čejka CTU in Prague, Faculty of Civil Engineering, Department of Building Structures, Prague, Thákurova 7, Czech Republic
  • Klára Kroftová CTU in Prague, Faculty of Civil Engineering, Department of Architecture, Prague, Thákurova 7, Czech Republic
  • Markéta Šmidtová CTU in Prague, Faculty of Civil Engineering, Department of Building Structures, Prague, Thákurova 7, Czech Republic
  • Radek Zigler CTU in Prague, Faculty of Civil Engineering, Department of Building Structures, Prague, Thákurova 7, Czech Republic;

DOI:

https://doi.org/10.14311/CEJ.2015.03.0018

Klíčová slova:

historic roof trusses, rehabilitation, stabilization, high-strength carbon fibres

Abstrakt

The survey of selected historic roof trusses performed within the NAKI
DF12P01OVV037project revealed numerous failures and defects of joints of roof truss elements of
historic and listed buildings. Based on the results of the survey, the article outlines potential
rehabilitation and reinforcement techniques of joints of roof truss elements in which the most
frequent defects and failures were found using composite fabrics based on high-strength carbon
fibres and epoxy resin (CFRP).

Stažení

Data o stažení nejsou doposud dostupná.

Reference

Andre, A., 2007. Strengthening of timber structures with flax fibres, Lulea University.

Biblis E. J., 1965. Analysis of wood-fiberglass beams within and beyond the elastic region,

Forest Products Journal.

Borri A, Corradi M., 2011. Strengthening of timber beams with high strength steel cords.

Composites: Part B, Elsevier

Ehlbeck J., Colling F., 1987. Tragfähigkeit von Glasfaser-Verbund-Profile verstärkten

Brettschichtholzträgern, Ingenieurholzbau der Universität Karlsruhe.

Haller P., Wehsener J., 1987. Use of technical textiles and densified wood for timber joints.

Proceedings RILEM Symposium on Timber Engineering.

Hataj M., Kuklík P., 2014. Analýza chování spojů historických konstrukcí a možnosti jejich

zesilování/Analysis of the behaviour of joints of historic structures and their potential strengthening,

ISBN 978-80-86837-57-4; Dřevostavby 2014. Volyně (in Czech).

Hernandez R., Davalos J., Sonti S., Kim J. Moody R. C., 1997. Strength and stiffness of

reinforced Yellow-Poplar glued-laminated beams, U.S. Department of Agriculture, Forest Service,

Forest Products Laboratory.

Nowak T. P., Jasieńko J., Czepiżak D., 2013. Experimental tests and numerical analysis of

historic bent timber elements reinforced with CFRP strips. Construction and Building Materials.

Plevris N., Triamtafillou T. C., 1992. FRP-reinforced wood as structural material, American

Society of Civil Engineers. Journal of Materials in Civil Engineering.

Raftery, G. M., Harte A. M., Rodd P. D., 2009. Bonding of FRP materials to wood using thin

epoxy gluelines, International Journal of Adhesion and Adhesives.

Schober K.U., Rautenstrauch K., 2005. Experimental investigation on flexural strengthening

of timber structures with CFRP. Proc. of the International Symposium on Bond Behaviour of FRP in

Structures.

Van de Kuilen, J-W. G., 1991. Theoretical and experimental research on glass fibre

reinforced laminated timber beams, International Timber Engineering Conference, London.

Stahování

Publikováno

2015-10-31

Jak citovat

Čejka, T., Kroftová, K., Šmidtová, M., & Zigler, R. (2015). DEFECTS AND FAILURES OF JOINTS OF HISTORIC ROOF TRUSSES AND POSSIBILITIES OF USING FRP MATERIALS IN THEIR REHABILITATION AND STABILIZATION. Stavební Obzor - Civil Engineering Journal, 24(3). https://doi.org/10.14311/CEJ.2015.03.0018

Číslo

Sekce

Articles