Three dimensional finite element analysis of the fully bone anchored bridge and implant-supported overdenture in edentulous mandible

무치하악에서 임플랜트를 이용한 고정성 및 가철성 보철물의 삼차원 유한요소 분석

  • Lim, Heon-Song (Department of Prosthodontics College of Dentistry, Dankook University) ;
  • Cho, In-Ho (Department of Prosthodontics College of Dentistry, Dankook University) ;
  • Lim, Ju-Hwan (Department of Prosthodontics College of Dentistry, Dankook University)
  • 임헌송 (단국대학교 치과대학 보철학 교실) ;
  • 조인호 (단국대학교 치과대학 보철학 교실) ;
  • 임주환 (단국대학교 치과대학 보철학 교실)
  • Published : 2002.12.30

Abstract

The purpose of this study was to compare and analyze the stress distribution and displacement of the fully bone anchored bridge and implant-supported overdenture in edentulous mandible on certain conditions such as number of implants, different design of superstructure. Three dimensional analysis was used and nine kinds of models designed for this study. FEM models were created using commercial software[$Rhinoceros^{(R)}$ (Ver. 1.0 Robert McNeel & Associates, USA)], and analyze using commercial software [Cosmos/$Works^{TM}$(Ver. 4.0 Structural Research & Analysis Corp., US A)]. A vertical load and $45^{\circ}$ oblique load of 17kgf were applied at the left 1st. molar. The results were as follows : (1) In the group of OVD, the displacement was reduced as increasing the number of fixture under vertical loading but there was no specific difference in Von Mises stress. Under oblique loading, the displacement was same at the vertical loading but Von Mises stress was reduced in order of OVD-3, OVD-4, OVD-2. But, bending moment reduced according to increasing the number of fixture. (2) In the group of FBAB, under vertical and oblique loading, the magnitude of Von Mises stress and displacement reduced according to increasing the number of fixtures. FBAB-4 and FBAB-5 showed similar score and distribution, but FBAB-6 showed lower value relatively. (3) In cantilever design, the maximum displacement reduced under vertical loading but increased under oblique loading. However, von mises stresses on fixtures increased under vertical and oblique loading. (4) In comparing OVD-group with FBAB-group, FBAB showed low magnitude of displacement in respect of oblique loading. However OVD-group was more stable in respect of stress distribution.

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