Behr Michael, Rosentritt Martin, Taubenhansl Peter, Kolbeck Carola, Handel Gerhard
Department of Prosthodontics, University of Regensburg Dental School, Regensburg, Germany.
Acta Odontol Scand. 2005 Jun;63(3):153-7. doi: 10.1080/00016350510019793.
Veneer fracture and bond deficiency between framework and veneer are typical failures of fiber-reinforced inlay fixed partial dentures (FPD). An eccentric load point on the pontic was used in this study to investigate the fracture resistance of FPDs with different framework designs. As null hypothesis, it was assumed that fracture resistance was not influenced by the fiber framework supporting the veneer.
Four groups of Vectris/Adoro FPDs (4 x n=10 each) were manufactured. Beams (25 mm length) of Vectris Pontic (parallel aligned) with (a) rectangular (3 x 3) sectional view and (b) circular sectional view (theta 3 mm) were directly veneered using Adoro. (c) Circular beams like "b" were modified, i.e. those on the upper side were coated with two layers of the cross-sectioned fiber mat Vectris frame. (d) Vectris Pontic fibers were "anatomically" placed in the pontic area and wrapped using Vectris Frame. The frameworks were constructed in a vacuum/pressure process. All FPDs were mounted in a restrained-end apparatus and thermally cycled and mechanically loaded (TCML: 6000 x 5 degrees C/55 degrees C; 1.2 x 10(6) x 50 N, 1.66 Hz). After TCML, the FPDs were loaded to fracture.
All FPDs surpassed TCML, with no visible damage to the veneer or framework. Without transversal enlargement of the framework, additional cross-sectioned fiber mats alone did not improve resistance to fracture (a: 573+/-158 N (mean, standard deviation given); b: 737+/-66 N; c: 694+/-93 N; d: 902+/-149 N). Fracture lines occurred only in the veneer; the fiber frameworks were never affected.
Anatomical enlargement of the fiber framework at the pontic area (height, width) to support the veneer material improves the fracture resistance of fiber-reinforced FPDs.
贴面折断以及支架与贴面之间的粘结不足是纤维增强嵌体固定局部义齿(FPD)的典型失败情况。本研究中在桥体上使用偏心加载点来研究不同支架设计的FPD的抗折性。作为原假设,假定抗折性不受支撑贴面的纤维支架的影响。
制作四组Vectris/Adoro FPD(每组4×n = 10)。使用Adoro直接对具有(a)矩形(3×3)截面视图和(b)圆形截面视图(直径3 mm)的Vectris桥体梁(长度25 mm)进行贴面。(c)对如(b)中的圆形梁进行改良,即在上侧的梁上涂覆两层横截面纤维垫Vectris框架。(d)将Vectris桥体纤维“按解剖学方式”放置在桥体区域并用Vectris框架包裹。支架在真空/压力过程中构建。所有FPD均安装在约束端装置中,进行热循环和机械加载(热循环和机械加载:6000次循环,5℃/55℃;1.2×10⁶次循环,50 N,1.66 Hz)。在热循环和机械加载后,对FPD进行加载直至折断。
所有FPD均通过热循环和机械加载,贴面或支架未出现可见损伤。在不横向扩大支架的情况下,仅额外的横截面纤维垫并不能提高抗折性(a:573±158 N(给出均值、标准差);b:737±66 N;c:694±93 N;d:902±149 N)。折断线仅出现在贴面中;纤维支架从未受到影响。
在桥体区域对纤维支架进行解剖学上的扩大(高度、宽度)以支撑贴面材料可提高纤维增强FPD的抗折性。