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WOOD ELEMENT REINFORCED BY CARBON FIBERS
Vladimir DANIEL
Eng. - Mendel University of Agriculture and Forestry
in Brno, Faculty of Forestry and Wood Technology
Address: Zemedelska 3, 613 00, Brno, Czech Republic
E-mail:
vladadaniel@gmail.com
Jan TIPPNER
Eng. - Mendel University of Agriculture and Forestry
in Brno, Faculty of Forestry and Wood Technology
Address: Zemedelska 3, 613 00, Brno, Czech Republic
E-mail:
tippner@centrum.cz
Dagmar JANSKA
Student - Mendel University of Agriculture and
Forestry in Brno, Faculty of Forestry and Wood
Technology
Address: Zemedelska 3, 613 00, Brno, Czech Republic
Vendula JELINKOVA
Student - Mendel University of Agriculture and
Forestry in Brno, Faculty of Forestry and Wood
Technology
Address: Zemedelska 3, 613 00, Brno, Czech Republic
Abstract:The aim of
this paper is to explore carbon fiber utilization
in a wooden specimen for a bending test. Standardized
specimens for bending tests were manufactured.
Carbon fibers were glued in the specimens in various
ways. MOE and MOR of composite elements were measured.
Various resins were used and qualified. The identical
composite element was modeled by FEM in the ANSYS
application. By FE model the efficiency of stiffness
increase of composite element was evaluated.
Key words:reinforcement, carbon
fiber, wood.
REFERENCES
BELOPERIO, R.; GRAB, I. E. (1999). The Performance
of Glulam Beams Reinforced with Carbon Fiber.
Pacific Timber Conference, New Zeland, pp. 99-106.
BLASS, H. J.; ROMANI, M. (2000). Reinforcement
of Gluelam Beams with FRP. University of Karlsruhe,
Germany.
LINDERBERG, R. F. (2000). A Nonlinear Stochastic
Model For The Analysis Of Reinforced Gluelam Beams
In Bending. University of Maine, Orono.
POZGAJ A.; CHOVANEC D.; KURJATKO S.; BABIAK M.
(1997). Struktura a vlastnosti dreva. Priroda,
Bratislava 1997.
ROMANI, M.; BLASS, H. J. (2001). Design Model
for FRP Reinforced Gluelam Beams. Meeting ICRI-WC
18 - Timber structures, Venice, Italy.
SAMYN, P.; VAN, SCHEPDAEL, L.; VAN, PAEPEGEM,
W.; LEENDERTZ, J.S.; SUISTER, E.; DE BAETS, P.;
DEGRIECK, J. (2006). Fracture Assessment of Carbon
Fibre/Epoxy Reinforcing Rings through a Combination
of Full-Scale Testing, Small-Scale Testing and
Stress Modeling. Appl Compos Mater, Springer Science
+ Business Media, 2006.
SEDLIACIK,J.; STELLER, S.; STEFKO, J. (2008).
Lepene lamelove drevo - kvalita lepenia. VII.sympozium
"Drevene kompozitne materialy", Zvolen
TRIANTAFFILOU, T.; DESKOVIC, N. (1992). Prestressed
FRP Sheets As External Reinforcement Wood Members.
Journal of Structural Engineering, 1270-1284.
***Toho Tenax Europe GmbH, Germany, cited 20.3.2009,
World Wide Web:http://www.tohotenax-eu.com
*** 5M s.r.o., Smart technologies, cited 12.3.2009,
World Wide Web: <http://www.5m.cz>
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