IADR Abstract Archives

Rotational fatigue-resistance of resin-based composites

Objectives: The aim of this study was to evaluate in vitro the influence of fibre-reinforcement on the cantilever beam strength and rotational fatigue resistance of resin-based composites.

Methods: One hundred rectangular bar-shaped specimens (2 x 2 x 25 mm) made of resin-based composite were prepared in a stainless steel split-mould: (i) thirty specimens of particulate filler composite (PFC) (Filtek Z100, 3M ESPE, St Paul, MN, USA), (ii) thirty specimens of fibre reinforced composite (FRC) (Everstick C&B, Sticktech Ltd, Turku, Finland) and (iii) forty specimens of PFC and FRC combined in two longitudinal layers of equal thickness. Each specimen was trimmed into a cylindrical hourglass shape. The fracture resistance (cantilever beam test, n = 10) and the rotational fatigue resistance (rotating cantilever beam test; staircase method: 104 cycles, 1.2 Hz, n = 20) were determined. The cantilever beam strength, the elastic modulus, and the work-of-fracture were calculated. The fracture surface of failed specimens were analysed with SEM.

Results: The results and the statistical analysis are summarized in the table. ANOVA revealed that fibre-reinforcement had significant effect (P<0.001) on cantilever beam strength, rotational fatigue resistance, and work-of-fracture. Student t-test showed significant differences (P<0.001) in rotational fatigue resistance compared to cantilever beam strength.

Group

Cantilever beam strength

(MPa)

Rotational fatigue resistance

(MPa)

Elastic Modulus

(GPa)

Work of Fracture

(kJm-2)

PFC

164.9a (29.7)

51.5e (32.3)

24.6g (3.1)

0.55h (0.19)

PFC-FRC tension tested

711.2b (46.4)

104.4d (9.2)

28.1g (5.3)

14.20i (2.21)

PFC-FRC compression tested

109.2ad (33.1)

24.8g (5.1)

0.21h(0.13)

FRC

936.1c (218.5)

231.9f (2.9)

27.9g (2.9)

27.90j (14.17)

 

Conclusion: Within the limitations of this study, the following conclusions can be drawn (i) the rotational fatigue resistance of resin-based composites is lower than their cantilever beam strength and (ii) FRC are more fatigue resistant than PFC or combinations of FRC and PFC.


Division: Pan European Federation Meeting
Meeting: 2008 Pan European Federation Meeting (London, England)
Location: London, England
Year: 2008
Final Presentation ID: 73
Abstract Category|Abstract Category(s): PEF IADR 2008
Authors
  • Keulemans, Filip  ( ACTA, University of Amsterdam and VU University Amsterdam, Amsterdam, N/A, Netherlands )
  • Van Dalen, Andy  ( ACTA, University of Amsterdam and VU University Amsterdam, Amsterdam, N/A, Netherlands )
  • Kleverlaan, Cornelis J.  ( ACTA, University of Amsterdam and VU University Amsterdam, Amsterdam, N/A, Netherlands )
  • Feilzer, Albert J.  ( ACTA, University of Amsterdam and VU University Amsterdam, Amsterdam, N/A, Netherlands )
  • SESSION INFORMATION
    Poster Session
    Biomechanics
    09/10/2008