scholarly journals Experimental and Numerical Analysis of the Tendon Repair Process Using Tubular Braided Fabrics

2018 ◽  
Vol 18 (2) ◽  
pp. 121-129 ◽  
Author(s):  
Jerry Ochola ◽  
Benny Malengier ◽  
Lode Daelemans ◽  
John Githaiga ◽  
Lieva Van Langenhove

AbstractThis paper presents the experimental and numerical analysis of the potential of a braided fabric for flexor tendon repair. Numerical models of tubular braided fabrics were generated using a python script interface and imported into ABAQUS®while Flexor tendon models were represented as silicone rubber rods. Experimental tests and Finite Element Modelling (FEM) of the flexor tendon repair was undertaken by deploying two tendon ends from opposite sides of a tubular braided fabric. This was done such that the tendon ends meet at the midpoint within the fabric. The tendons were tightly held to emulate a realistic repaired tendon. A displacement driven uniaxial loading was induced on the tendon-fabric assembly sufficient to cause a 2mm gap between the tendon ends. Numerical analysis of the repair potential of a braided fabric in tendon repair was done by analyzing selected fabric parameters that were crucial in tendon repair applications. The results show that changing the parameters of the braided fabrics significantly affected the potential of the fabrics during tendon repair.

2010 ◽  
Vol 470 (20) ◽  
pp. 1752-1755 ◽  
Author(s):  
M.D. Ainslie ◽  
Y. Jiang ◽  
W. Xian ◽  
Z. Hong ◽  
W. Yuan ◽  
...  

2013 ◽  
Vol 17 (7) ◽  
pp. 564-578 ◽  
Author(s):  
Bo-Han Xu ◽  
Abdelhamid Bouchaïr ◽  
Mustapha Taazount ◽  
Patrick Racher

2005 ◽  
Vol 20 (3) ◽  
pp. 238-244 ◽  
Author(s):  
N. S. Hanspal ◽  
V. Nassehi ◽  
M. H. R. Ghoreishy

2015 ◽  
Vol 752-753 ◽  
pp. 539-543 ◽  
Author(s):  
Anis Saggaff ◽  
Talal Alhajri ◽  
M. Ismail ◽  
Khaled Alenezi ◽  
Mohamad Ragae

This paper describes Finite Element Modeling (FEM) of a composite beam comprised of cold formed steel section and concrete slab designed as ferrocement. Software (ANSYS, version 11) was adopted to carry out the modeling of the proposed composite beam. Experimental tests were also been carried out for three simple supported composite beams. The proposed innovative precast composite beam specimens of cold-formed steel lipped channel sections (CFS) connected with ferrocement slab were tested till failure, under two point loads positioned atquarter length of the span from support. The results showed that close agreement was observed between the FEM and experimental results for ultimate loads and load-deflection responses.


2018 ◽  
Vol 5 (8) ◽  
pp. 28
Author(s):  
Joseph Bakhach ◽  
Ahmad Oneissi ◽  
Dimitri Bakhach ◽  
Reem Karami ◽  
Kobeissi Hiba ◽  
...  

2018 ◽  
Vol 5 (6) ◽  
pp. 21
Author(s):  
Joseph Bakhach ◽  
Ahmad Oneissi ◽  
Dimitri Bakhach ◽  
Reem Karami ◽  
Kobeissi Hiba ◽  
...  

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