A Modified Duality Scheme for Solving a 3D Elastic Problem with a Crack

Author(s):  
Robert Namm ◽  
Georgiy Tsoy
2007 ◽  
Vol 87 (1) ◽  
pp. 29-72 ◽  
Author(s):  
C. Grandmont ◽  
Y. Maday ◽  
P. Métier

2019 ◽  
Vol 26 (1) ◽  
pp. 197-208
Author(s):  
Fei Li ◽  
QiLin Zhao ◽  
Haosen Chen ◽  
Sheng Luo

AbstractPreload is the primary reason why pre-tightened tooth connections (PTTC) can transfer relatively large loads. However, creep of the composite would cause the preload relaxation, resulting in reducing bearing capacity of the connection. To study the preload relaxation of PTTC caused by the creep of composites, a prediction formula is deduced by converting the viscoelastic problem to an elastic problem using Laplace transform. Meanwhile, long-term experimental research on the preload relaxation of composite pre-tightened tooth connection with different initial preloads and different geometry sizes was made. The theoretical results are compared with experimental data obtained by long-term experiment, and the results indicate that the calculation formula can predict the preload relaxation well in linear viscoelastic state. The preload relaxation mainly occurs at the beginning of loading and it tends to be steady in the middle and later periods.


2018 ◽  
Vol 79 (7) ◽  
pp. 1191-1206 ◽  
Author(s):  
A. A. Ardentov

1987 ◽  
Vol 37 (3) ◽  
pp. 213-223 ◽  
Author(s):  
A. M. Elnagar ◽  
A. M. Abd-Allah

1978 ◽  
Vol 45 (2) ◽  
pp. 307-312 ◽  
Author(s):  
S. Nair

The plane elastic problem of a rectangular orthotropic region is considered; subject to the boundary conditions of prescribed equal and opposite tangential displacements and zero normal displacements on the upper and lower edges and zero stresses on the remaining edges. The effect of the stress-free edges on the stiffness coefficient relating the tangential displacement and the corresponding shearing force is estimated in the form of upper and lower bounds for this coefficient.


1992 ◽  
pp. 184-193 ◽  
Author(s):  
E. Kita ◽  
N. Kamiya
Keyword(s):  

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