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Influence of resin cement polymerization shrinkage on stresses in porcelain crowns

机译:树脂水泥聚合收缩对瓷冠应力的影响

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摘要

Objective. The aim of this study was to analyze the influence of polymerization shrinkage of the cement layer on stresses within feldspathic ceramic crowns, using experimentally validated FEA models for (1) increasing occlusal cement thickness; and, (2) bonded versus non-bonded ceramic-cement interfaces. Methods. 2-D axial symmetric models simulated stylized feldspathic crowns (1.5 mm occlusal thickness) cemented with resin-cement layers of 50-500 μm on dentin preparations, being loaded (500 N) or not. Ceramic-cement interface was either bonded or not. Cement was bonded to the dentin in all models. Maximum axial shrinkage of 0%, 1%, 2%, 3%, 4% and 4.65% were simulated. The first principal stresses developing in the cementation surface at the center and at the occluso-axial line-angle of the crown were registered. Results. Polymerization shrinkage of the cement increased tensile stresses in the ceramic, especially in loaded non-bonded crowns for thicker cement layers. Stresses in loaded non-bonded crowns increased as much as 87% when cement shrinkage increased from 0% to 4.65% (100-187 MPa), for a 500 μm-thick cement. Increasing polymerization shrinkage strain raised the tensile stresses, especially at the internal occlusal-axial line-angle, for bonded crowns. Significance. Changes in the polymerization shrinkage strain (from 0% to 4.65%) have little effect on the tensile stresses generated at the cementation surface of the ceramic crowns, when the occlusal cement thickness is thin (approx. 50 μm for bonded crowns). However, as the cement becomes thicker stresses within the ceramic become significant.
机译:目的。本研究的目的是使用经实验验证的有限元分析模型来分析水泥层的聚合收缩对长石陶瓷冠内应力的影响(1)增加咬合水泥厚度; (2)粘结与非粘结的陶瓷-水泥界面。方法。 2-D轴对称模型模拟在牙本质制剂上固结50-500μm的树脂-水泥层的程式化长石牙冠(咬合厚度1.5 mm)。陶瓷-水泥界面是否粘合。在所有模型中,水泥均粘结到牙本质上。模拟的最大轴向收缩率为0%,1%,2%,3%,4%和4.65%。记录在牙冠中心和牙合轴线上的胶结表面中产生的第一主应力。结果。水泥的聚合收缩会增加陶瓷中的拉伸应力,尤其是在用于较厚水泥层的带负载的非粘结胎冠中。对于厚度为500μm的水泥,当水泥的收缩率从0%增加到4.65%(100-187 MPa)时,加载的未粘结胎冠的应力增加多达87%。聚合收缩应变的增加会提高拉伸应力,尤其是在粘结牙冠的内部咬合轴向线角处。意义。当咬合水泥厚度薄时(粘结牙冠约50μm),聚合收缩应变的变化(从0%到4.65%)对在陶瓷牙冠的胶结表面产生的拉伸应力影响很小。然而,随着水泥变厚,陶瓷内的应力变得明显。

著录项

  • 来源
    《Dental materials》 |2013年第10期|1073-1079|共7页
  • 作者单位

    Department of Restorative Dentistry, Prosthodontics Division, School of Dentistry, Federal University of Santa Maria, Marechal Floriano Peixoto St, 1184, 97015-372, Santa Maria, RS, Brazil;

    Reconstructive Sciences, University of Connecticut Health Center, Farmington, CT, USA;

  • 收录信息 美国《科学引文索引》(SCI);美国《工程索引》(EI);美国《化学文摘》(CA);
  • 原文格式 PDF
  • 正文语种 eng
  • 中图分类
  • 关键词

    Polymerization shrinkage; Cement thickness; Tensile stress; FEA; Ceramic crowns;

    机译:聚合收缩;水泥厚度拉伸应力有限元分析;陶瓷冠;
  • 入库时间 2022-08-18 03:47:03

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