Three dimensional shape reconstruction and finite element analysis of femur before and after the cementless type of total hip replacement

1993 ◽  
Vol 15 (6) ◽  
pp. 497-504 ◽  
Author(s):  
Y.K. Kang ◽  
H.C. Park ◽  
Y. Youm ◽  
I.K. Lee ◽  
M.H. Ahn ◽  
...  
2012 ◽  
Vol 490-495 ◽  
pp. 2785-2789
Author(s):  
Dong Sun ◽  
Xu Dong Yang

The milling planer bed is one of the most important foundational parts for the entire machine, sufficient stiffness is required. The posterior segment of a certain milling planer bed is regarded as the optimization object in this paper. Three-dimensional modeling method is used to calculate the exact weight of the bed and then finite element analysis is used to research the static and dynamic characteristics before and after weight-reduction. The weak link of the bed is found out and a improvement scheme is put forward ensuring lower production costs under the premise of sufficient rigidity.


2021 ◽  
Author(s):  
Muhammad Izzuddin Md Isa ◽  
Solehuddin Shuib ◽  
Ahmad Zafir Romli ◽  
Amran Ahmed Shokri ◽  
Iffa Mohd Arrif ◽  
...  

2020 ◽  
Vol 12 (12) ◽  
pp. 168781402097774
Author(s):  
Jiawei Wang ◽  
Fachao Li ◽  
Zibo Chen ◽  
Baishu Li ◽  
Jue Zhu

This paper studies the force and deformation of the connecting channel in Ningbo rail transit construction, which firstly used the mechanical shield method. Steel-concrete composite structural segments are used in the T-joint of connecting channel. The cutting part of the segments are replaced by the concrete and fiberglass instead of reinforced concrete. Basing on a variety of three-dimensional design software and ABAQUS finite element analysis software, a refined finite element analysis model of the special segments is established. By considering the influence of curved joint bolts, the force analysis of the special segments under the structural state before and after construction is performed. According to the analysis and comparison of the deformation of the segments with and without the bolts, it is concluded that the steel-concrete segments can withstand the pressure of the soil before and after the construction. Suggestions for the safety of the design and construction of the segments are put forward.


2013 ◽  
Vol 46 (14) ◽  
pp. 2529-2533 ◽  
Author(s):  
Jacob T. Munro ◽  
Iain A. Anderson ◽  
Cameron G. Walker ◽  
Vickie B. Shim

2002 ◽  
Vol 2002 (0) ◽  
pp. 443-444
Author(s):  
Koji Ohnishi ◽  
MATSUDA ◽  
Hajime Kishi ◽  
Hidenobu MIKI ◽  
Nobuhiko SUGANO ◽  
...  

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