scholarly journals FINGER: A Symbolic System for Automatic Generation of Numerical Programs in Finite Element Analysis

1986 ◽  
Vol 2 (3) ◽  
pp. 305-316 ◽  
Author(s):  
Paul S. Wang
Author(s):  
Cédric P Laurent ◽  
Béatrice Böhme ◽  
Jolanthe Verwaerde ◽  
Luc Papeleux ◽  
Jean-Philippe Ponthot ◽  
...  

Osteosynthesis for canine long bones is a complex process requiring knowledge of biology, surgical techniques and (bio)mechanical principles. Subject-specific finite element analysis constitutes a promising tool to evaluate the effect of surgical intervention on the global properties of a bone–implant construct, but suffers from a lack of validation. In this study, the biomechanical behavior of 10 canine humeri was compared before and after creation of a 10 mm bone defect stabilized with an eight-hole locking compression plate (Synthes®) and two locking screws on each fragment. The response under compression of both intact and plated samples was measured experimentally and reproduced with a finite element model. The experimental stiffness ratio between plated and intact bone was equal to 0.39 ± 0.06. A subject-specific finite element analysis including density-dependent elasto-plastic material properties for canine bone and automatic generation of orthopedic implants was then conducted to recover these experimental results. The stiffness of intact and plated samples could be predicted, with no significant differences with experimental data. The simulated stiffness ratio between plated and intact canine bone was equal to 0.43 ± 0.03. This study constitutes a first step toward the building of a virtual database of pre-computed cases, aiming at helping the veterinary surgeons to make decisions regarding the most suited orthopedic solution for a given dog and a given fracture.


1990 ◽  
Vol 7 (4) ◽  
pp. 349-358 ◽  
Author(s):  
Christine Barbier ◽  
Philip J. Clark ◽  
Peter Bettess ◽  
Jacqueline A. Bettess

2010 ◽  
Vol 168-170 ◽  
pp. 1245-1250 ◽  
Author(s):  
Jun Lan Zhao ◽  
Ke Ren Chen

This paper studied a sort of way on modeling based on GIS raster model, which can complete preprocessor of finite element analysis, and developed an interface program to complete data conversion from GIS to ANSYS, overcoming the weakness that the process that set up slope model by ANSYS was inconvenient.


Author(s):  
Andrzej T. Strzelczyk ◽  
San S. Ho

In the ASME Code fatigue evaluation, the total stress at the critical region of a structure is often calculated as a product of nominal stress and the SCF (stress concentration factor). The SCF values are usually taken from technical material like the Welding Research Bulletin [1] or Peterson’s Stress Concentration Factors book [2]. However, the published data do not cover all stress concentration cases; furthermore, many results are ambiguous or with limited accuracy. This paper recommends direct evaluation of the stress concentration by finite element analysis. It presents examples of automatic generation of finite element models which apply to practical cases. The examples show that the finite element method is an effective way for stress concentration assessment; the method can give accurate (convergent) results for a wide variety of cases of geometry and loading conditions.


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