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Journal of Dental Research
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Sliding Contact Fatigue Damage in Layered Ceramic Structures

J.-W. Kim, J.-H. Kim, V.P. Thompson and Y. Zhang*

Department of Biomaterials and Biomimetics, New York University College of Dentistry, 345 E. 24th St., Room 813C, New York, NY 10010, USA


Figure 1
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Figure 1. Schematic of contact with load-slide action. (a) Tooth eccentric occlusal position of right side first molar. Arrow indicates direction of sliding as teeth move to centric occlusion. Relative tooth radii at buccal cusp contacts are shown. (b) Experimental arrangement for indentation of brittle layer on compliant substrate with superposed tangential force component.

 

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Figure 2. Side view video sequence of cone cracks evolving in glass plate on polycarbonate bilayer with (a) uni-axial and (b) bi-axial loading, following various numbers of cycles n. Indentation with tungsten carbide (WC) sphere of radius r = 1.5 mm, in water. Only the glass plate of thickness d = 1 mm is shown here. Note in (a) that outer cone (O) forms first, but inner cones (I) propagate to the glass/polycarbonate interface, while in (b) partial cones (P) penetrate the glass layer. Also shown here are the top view optical micrographs of a (c) glass/polycarbonate bilayer and (d) LAVA porcelain-veneered zirconia subjected to single-cycle bi-axial loading at Pm = 120 N, with a WC sphere of r = 1.5 mm, in water. Note: The damage patterns are similar in glass and porcelain. Arrows in (b), (c), and (d) indicate the sliding direction for the bi-axial test.

 

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Figure 3. Plot of crack depth h as a function of number of cycles n in glass/polycarbonate bilayer, for (a) R-ratio fatigue, (b) uni-axial fatigue, and (c) bi-axial fatigue. Indentation with WC sphere of radius r = 1.5 mm, maximum load Pm = 120 N, in water. Failure occurred when crack depth h reached the glass/polycarbonate interface (top of the vertical axis, glass thickness d = 1000 µm) at a critical number of cycles nF (vertical dashed lines). Note: Crack growth was substantially enhanced in bi-axial loading. Each graph consists of three runs, indicated by {triangleup}, {circ}, or {square}.

 

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Figure 4. Schematic demonstrating water entrapment model for fatigue loading with (a,b) uni-axial and (c,d) bi-axial configurations. Shaded area beneath contact designates approximate compression zone. The inclination angles for partial and outer cones in uni-axial and bi-axial loading are {alpha}' and {alpha}, respectively. (a) Water enters the inner cone crack (I) prior to contact engulfment. (b) As the indenter contact expands, the water is trapped and is squeezed toward the crack tip, causing downward penetration. Note: In (a) and (b) outer cone cracks, (O) always lies in the Hertzian tensile field outside the contact, and water is never trapped in this crack. (c) Water enters the partial cone crack (P) at the trailing edge of the contact at the n cycle. (d) As the indenter slides across the surface in the n + 1 cycle, compressive crack-mouth pinching squeezes the water toward the crack tip. Cyclic contact repeats the process, forcing more water into the crack in successive cycles. Arrows in (c) and (d) represent the sliding direction for the biaxial test. +Tension; -compression.

 

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Appendix Figure. Schematic showing cone crack geometry in brittle layers with (a) uni-axial and (b) bi-axial loading. To first approximation, cone geometry in (b) remains ’symmetrical’ around the realigned load axis, with a portion of the cone intersecting the top surface (arrow), resulting in partial cones.

 

Journal of Dental Research, Vol. 86, No. 11, 1046-1050 (2007)
DOI: 10.1177/154405910708601105


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