Probabilistic characteristics of random damage events and their quantification in acrylic bone cement

被引:12
作者
Qi, Gang [1 ]
Wayne, Steven F. [1 ,5 ]
Penrose, Oliver [2 ,3 ]
Lewis, Gladius [1 ]
Hochstein, John I. [1 ]
Mann, Kenneth A. [4 ]
机构
[1] Univ Memphis, Dept Mech Engn, Memphis, TN 38152 USA
[2] Heriot Watt Univ, Dept Math, Edinburgh EH14 4AS, Midlothian, Scotland
[3] Heriot Watt Univ, Maxwell Inst Math Sci, Edinburgh EH14 4AS, Midlothian, Scotland
[4] Upstate Med Univ, Syracuse, NY 13210 USA
[5] Propane Educ & Res Council, Washington, DC 20036 USA
关键词
ACOUSTIC-EMISSION; FATIGUE-STRENGTH; FRACTURE; COMPOSITES; ACCUMULATION; BEHAVIOR; FAILURE; STRESS; GROWTH; PMMA;
D O I
10.1007/s10856-010-4155-9
中图分类号
R318 [生物医学工程];
学科分类号
0831 ;
摘要
The failure of brittle and quasi-brittle polymers can be attributed to a multitude of random microscopic damage modes, such as fibril breakage, crazing, and microfracture. As the load increases, new damage modes appear, and existing ones can transition into others. In the example polymer used in this study-a commercially available acrylic bone cement-these modes, as revealed by scanning electron microscopy of fracture surfaces, include nucleation of voids, cracking, and local detachment of the beads from the matrix. Here, we made acoustic measurements of the randomly generated microscopic events (RGME) that occurred in the material under pure tension and under three-point bending, and characterized the severity of the damage by the entropy (s) of the probability distribution of the observed acoustic signal amplitudes. We correlated s with the applied stress (sigma) by establishing an empirical s-sigma relationship, which quantifies the activities of RGME under Mode I stress. It reveals the state of random damage modes: when ds/d sigma > 0, the number of damage modes present increases with increasing stress, whereas it decreases when ds/d sigma < 0. When ds/d sigma a parts per thousand 0, no new random damage modes occur. In the s-sigma curve, there exists a transition zone, with the stress at the "knee point" in this zone (center of the zone) corresponding to similar to 30 and similar to 35% of the cement's tensile and bending strengths, respectively. This finding explains the effects of RGME on material fatigue performance and may be used to approximate fatigue limit.
引用
收藏
页码:2915 / 2922
页数:8
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