Grande Nicola M, Plotino Gianluca, Ioppolo Pietro, Bedini Rossella, Pameijer Cornelis H, Somma Francesco
Department of Endodontics, Catholic University of Sacred Heart, Rome, Italy.
J Dent. 2009 May;37(5):383-9. doi: 10.1016/j.jdent.2009.01.007. Epub 2009 Feb 11.
To evaluate whether custom modification resulting in an anatomically shaped post and whether the span/diameter ratio (L/D) would affect the mechanical properties of fiber-reinforced composite posts.
Preformed glass-fiber posts (Group 1) and modified glass-fiber posts (Group 2) and glass-fiber rods (Groups 3 and 4) (n=20) were loaded to failure in a three-point bending test to determine the maximum load (N), flexural strength (MPa) and flexural modulus (GPa). The span distance tested for Group 3 was 10.0mm, while for Group 4 was 22.0mm. Data were subjected to different statistical analysis with significance levels of P<0.05.
The maximum load recorded for Groups 1 and 2 was 72.5+/-5.9N and 73.4+/-6.4N respectively, while for Groups 3 and 4 was 215.3+/-7N and 156.6+/-3.6N respectively. The flexural strength for Groups 1 and 2 was 914.6+/-53.1MPa and 1069.2+/-115.6MPa, while for Groups 3 and 4 was 685.4+/-22.2MPa and 899.6+/-46.1MPa. The flexural modulus recorded for Groups 1 and 2 was 32.6+/-3.2GPa and 33.4+/-2.2GPa respectively, while for Groups 3 and 4 was 13.7+/-0.3GPa and 34.4+/-0.3GPa respectively.
The flexural properties of an anatomically custom modified fiber post were not affected by the modification procedure and the span-diameter ratio is an important parameter for the interpretation of flexural strength and flexural modulus values.
评估定制修改以形成解剖形状的桩以及跨度/直径比(L/D)是否会影响纤维增强复合桩的力学性能。
将预制玻璃纤维桩(第1组)、改性玻璃纤维桩(第2组)和玻璃纤维棒(第3组和第4组)(n = 20)在三点弯曲试验中加载至破坏,以确定最大载荷(N)、弯曲强度(MPa)和弯曲模量(GPa)。第3组测试的跨度距离为10.0mm,而第4组为22.0mm。数据进行不同的统计分析,显著性水平为P<0.05。
第1组和第2组记录的最大载荷分别为72.5±5.9N和73.4±6.4N,而第3组和第4组分别为215.3±7N和156.6±3.6N。第1组和第2组的弯曲强度分别为914.6±53.1MPa和1069.2±115.6MPa,而第3组和第4组分别为685.4±22.2MPa和899.6±46.1MPa。第1组和第2组记录的弯曲模量分别为32.6±3.2GPa和33.4±2.2GPa,而第3组和第4组分别为13.7±0.3GPa和34.4±0.3GPa。
解剖学定制改性纤维桩的弯曲性能不受改性过程的影响,跨度-直径比是解释弯曲强度和弯曲模量值的重要参数。