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首页> 外文期刊>International endodontic journal >Influence of customized composite resin fibreglass posts on the mechanics of restored treated teeth
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Influence of customized composite resin fibreglass posts on the mechanics of restored treated teeth

机译:定制的复合树脂玻璃纤维桩对修复后牙齿的力学性能的影响

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摘要

Aim To evaluate the mechanical behaviour of the dentine/cement/post interface of a maxillary central incisor using the finite element method and to compare the stresses exerted using conventional or customized post cementation techniques. Methodology Four models of a maxillary central incisor were created using fibreglass posts cemented with several techniques: FGP1, a 1-mm-diameter conventionally cemented post; CFGP1, a 1-mm-diameter customized composite resin post; FGP2, a 2-mm-diameter conventionally cemented post; CFGP2, a 2-mm-diameter customized composite resin post. A distributed load of 1N was applied to the lingual aspect of the tooth at 45° to its long axis. Additionally, polymerization shrinkage of 1% was simulated for the resin cement. The surface of the periodontal ligament was fixed in the three axes (X=Y=Z=0). The maximum principal stress (σ max), minimum principal stress (σ min), equivalent von Mises stress (σ vM) and shear stress (σ shear) were calculated for the dentine/cement/post interface using finite element software. Results The peak of σ max for the cement layer occurred first in CFGP1 (1.77MPa), followed by CFGP2 (0.99), FGP2 (0.44) and FGP1 (0.2). The shrinkage stress (σ vM) of the cement layer occurred as follows: FGP1 (35MPa), FGP2 (34), CFGP1 (30.7) and CFGP2 (30.1). Conclusions Under incisal loading, the cement layer of customized posts had higher stress concentrations. The conventional posts showed higher stress because of polymerization shrinkage.
机译:目的使用有限元方法评估上颌中切牙的牙本质/水泥/后界面的机械性能,并比较使用常规或定制的后牙合技术施加的应力。方法学使用上胶玻璃纤维桩通过几种技术制作了四个上颌中切牙模型:FGP1,直径为1毫米的常规上胶桩; CFGP1,一个直径为1毫米的定制复合树脂桩; FGP2,直径2毫米的传统胶接桩; CFGP2,一个2毫米直径的定制复合树脂桩。将1N的分布载荷施加到牙齿的舌长轴,与长轴成45°角。另外,对树脂胶泥模拟了1%的聚合收缩率。牙周膜的表面固定在三个轴上(X = Y = Z = 0)。使用有限元软件计算了牙本质/水泥/桩界面的最大主应力(σmax),最小主应力(σmin),等效冯·米塞斯应力(σvM)和剪切应力(σshear)。结果水泥层的σmax峰值首先出现在CFGP1(1.77MPa)中,然后是CFGP2(0.99),FGP2(0.44)和FGP1(0.2)。水泥层的收缩应力(σvM)发生如下:FGP1(35MPa),FGP2(34),CFGP1(30.7)和CFGP2(30.1)。结论在切向载荷下,定制桩的水泥层应力集中较高。常规柱由于聚合收缩而显示较高的应力。

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