冠桥连接树脂与金属框架的疲劳性能研究。1. 留珠和胶粘剂的作用[j]。

H Kimura, F Teraoka, M Sugita
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引用次数: 0

摘要

在扫描电子显微镜下对冠、桥树脂面金属框架进行了弯曲疲劳试验,研究了连接点的断裂和延伸行为。带保留珠的树脂面金属框架的静态断裂应力约为100 kgf/mm2。树脂表面的金属框架,当与粘合剂粘合时,具有约36 kgf/mm2的应力。在弯曲疲劳应力低于静态断裂应力的40%和50%的情况下,带保留珠和粘接胶粘剂的试件在10(6)次循环中没有破坏。在疲劳试验前观察到树脂与带保留珠的金属框架之间的边缘微间隙,并且随着循环次数的增加而增加。然后试样从保留珠侧树脂处发生断裂。粘接试样在疲劳试验过程中,树脂与金属框架之间出现边缘微间隙,出现部分粘接断裂。
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[Fatigue properties of junction of crown and bridge resin and metal frame. 1. Effects of retention beads and adhesive].

The bending fatigue test of crown and bridge resin facing metal frame was carried out under a scanning electron microscope, and the fracture and propergation behavior of junction was studied. The resin facing metal frame with retention beads had a static breaking stress of about 100 kgf/mm2. The resin facing metal frame, when bonded with adhesive, had the stress of about 36 kgf/mm2. The specimens with retention beads and bonded with adhesive were not destroyed at cycles of 10(6) under the bending fatigue stress of below 40% and 50% of the static breaking stress, respectively. Marginal micro gaps between resin and metal frame with retention beads were observed before the fatigue test, and were increased with the number of cycles. Then fracture of the specimen occurred from the resin of the retention beads side. In the specimen bonded with adhesive, marginal micro gaps between resin and metal frame were observed during the fatigue test, and the partially cohesive fracture occurred.

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