A systematic solution based on the half-space concept for modeling of thermoelastic contact between bodies defined by curved free boundaries

2021 ◽  
Author(s):  
Ali Yalpanian ◽  
Raynald Guilbault
2019 ◽  
Vol 131 ◽  
pp. 33-44 ◽  
Author(s):  
Wanyou Yang ◽  
Qinghua Zhou ◽  
Yanyan Huang ◽  
Jiaxu Wang ◽  
Xiaoqing Jin ◽  
...  

1990 ◽  
Vol 112 (2) ◽  
pp. 382-390 ◽  
Author(s):  
T. Goshima ◽  
L. M. Keer

The two-dimensional thermoelastic contact problem of a rolling, rigid cylinder on an elastic half space containing a surface-breaking crack is solved using complex variable techniques. The effects of heat generation and friction between the cylinder and half space and of friction and heat transfer on the faces of the crack are considered. The problem is reduced to a pair of singular integral equations which are solved numerically. Numerical results are obtained when the loading is a Hertzian distributed heat input. By consideration of combinations of parameters, stress intensity factors for which the crack is likely to grow are shown.


2004 ◽  
Vol 71 (2) ◽  
pp. 266-272
Author(s):  
Yuan Lin ◽  
Timothy C. Ovaert

The two-dimensional thermoelastic contact problem of an anisotropic half-space indented by a heated rigid flat punch is studied using the extended version of Stroh’s formalism. Two cases, where the contact interface is nonslip and frictionless, have been considered. In the first case, the contact is perfect throughout the punch face. In the second case, separation is assumed to occur at the edges of the punch.


1999 ◽  
Vol 66 (2) ◽  
pp. 548-551 ◽  
Author(s):  
C. K. Chao ◽  
S. P. Wu ◽  
B. Gao

2012 ◽  
Vol 610-613 ◽  
pp. 2544-2551
Author(s):  
Wen Pu Shi

Wave function expansion method and Green function method were employed to study thescattering problem of SH-waves to the semi-cylindrical canyon and rectangular hill on the gr ound. First, the displacements in the half space and rectangular hill were given which can santisfy the stress-free conditions on the free boundaries. Then, the first kind of Fredholm integration equation of the unknown distribution stress was obtained by using the displacement conditions on the common boundary between the half-space and the rectangular hill, and Gauss-Legendre integration formula was used to solve the equation. The given example results show the feasibility and practicability of the method here.


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