...
首页> 外文期刊>Polimery >Evaluation of the strength of glass fiber-reinforced composite posts placed in root canals in different quantitative configurations and exposed to crushing forces
【24h】

Evaluation of the strength of glass fiber-reinforced composite posts placed in root canals in different quantitative configurations and exposed to crushing forces

机译:用不同定量配置置于根管中的玻璃纤维增强复合柱强度的评价,并暴露于破碎力

获取原文
获取原文并翻译 | 示例
           

摘要

The strength of fiber glass reinforced composite (FRC) posts, inserted in root canals in different quantitative configurations and exposed to crushing forces, assuming no adhesive connection in the coronal area, was evaluated. Three systems of FRC posts and one core build-up material were used in this study. The test was performed on FRC posts in three different quantitative configurations. The posts were cemented in the root canals in 36 premolars. 21 teeth were exposed to vertical forces, while 15 teeth were exposed to forces at an angle of 45 degrees with respect to the vertical axis. After the strength tests, each sample was analyzed in the micro computed tomography (micro-CT) in order to verify that the forces do not cause defects in the areas of the adhesive connection. The largest values of the crushing forces (over 1000 N), which caused the destruction of posts were observed in case of Ena Post used in the form of single post with the greatest diameter or composed of three posts with different diameter, as well as for triple Postec Plus posts. In the case of the force acting at the angle of 45 degrees no statistically significant differences were observed for all post configurations. No defects were found in micro-CT images of the analyzed areas of adhesive connections. The obtained results do not confirm the concept that the use of more than one post per canal may significantly improve the clinical effectiveness of FRC posts - the differences in the values of the destructive force per one post and multiple posts were not statistically significant.
机译:评价在不同定量配置中插入根部管中的纤维玻璃增强复合材料(FRC)柱的强度,并在冠状区域中没有粘合力地暴露于破碎力。本研究使用了三种FRC柱和一个核心积聚材料。在三种不同的定量配置上对FRC柱进行测试。柱子在36次磨牙中粘合在根管中。将21齿暴露于垂直力,而15齿相对于垂直轴线以45度的角度暴露于力。在强度试验之后,在微计算机断层扫描(Micro-CT)中分析每个样品,以验证力不会在粘合连接区域中引起缺陷。在单个柱形式使用的ena柱的情况下观察到造成柱的破坏的最大值(超过1000n),其具有最大直径或由不同直径的三个柱组成,以及Triple Postec Plus帖子。在以45度的角度作用的力的情况下,对于所有发布配置,观察到没有统计学上显着的差异。在分析的粘合剂连接区域的微CT图像中没有发现缺陷。所获得的结果不确认使用每运河多个柱子的使用可能会显着提高FRC柱的临床效果 - 每一个职位的破坏力和多个帖子的破坏力值的差异没有统计学意义。

著录项

相似文献

  • 外文文献
  • 中文文献
  • 专利
获取原文

客服邮箱:kefu@zhangqiaokeyan.com

京公网安备:11010802029741号 ICP备案号:京ICP备15016152号-6 六维联合信息科技 (北京) 有限公司©版权所有
  • 客服微信

  • 服务号