Elastic stress intensity factors evaluated by caustics

Author(s):  
P. S. Theocaris
1976 ◽  
Vol 17 (76) ◽  
pp. 223-228 ◽  
Author(s):  
R. A. Smith

AbstractThe elastic stress intensity factor is a parameter used in fracture mechanics to describe stress conditions in the vicinity of the tip of a sharp crack. By superimposing solutions of stress intensity factors for different loading conditions, equations are derived which model crevasses in ice. Solutions are presented for the theoretical depth of isolated crevasses, free from or partially filled with water. Close agreement exists with a previous calculation by Weertman using a different technique. The effect of crevasse spacing is investigated and it is demonstrated that closer spacing always reduces crevasse depth, but over a wide range of spacing the predicted variation in depth is slight.


1973 ◽  
Vol 95 (1) ◽  
pp. 177-185 ◽  
Author(s):  
J. J. Oglesby ◽  
O. Lomacky

Since theoretical solutions for stress intensity factors are limited to very simple configurations, numerical approaches must be utilized. However such approximate procedures must first be verified on many simple configurations before they can be applied with confidence to complex structural details. This paper discusses the merits of several computational techniques based on the utilization of finite element direct stiffness method of analysis. Examples of the application of such methods to several simple axisymmetric and two-dimensional plane strain problems are presented.


2017 ◽  
Vol 31 (4) ◽  
pp. 1603-1610 ◽  
Author(s):  
Mohammad Abbaspour Niasani ◽  
Rahmatollah Ghajar ◽  
Hamed Saeidi Googarchin ◽  
Seyed Mohammad Hossein Sharifi

2009 ◽  
Vol 33 (3) ◽  
pp. 399-409 ◽  
Author(s):  
Hadi Khoramishad ◽  
Majid Reza Ayatollahi

In this research, a buried pipe containing an external semi-elliptical crack has been modeled and investigated using finite element analysis. The interaction between the soil and pipe has been considered according to the Burns and Richard model. A few major parameters, namely, the soil height over pipe, the geometries of pipe and crack and the circumferential position of crack on pipe have been changed and their effects on elastic stress intensity factors have been studied at different positions along the crack front. The results showed that the crack experienced mixed mode loading condition and the circumferential crack position on pipe had a significant influence on the stress intensity factors.


1976 ◽  
Vol 17 (76) ◽  
pp. 223-228 ◽  
Author(s):  
R. A. Smith

Abstract The elastic stress intensity factor is a parameter used in fracture mechanics to describe stress conditions in the vicinity of the tip of a sharp crack. By superimposing solutions of stress intensity factors for different loading conditions, equations are derived which model crevasses in ice. Solutions are presented for the theoretical depth of isolated crevasses, free from or partially filled with water. Close agreement exists with a previous calculation by Weertman using a different technique. The effect of crevasse spacing is investigated and it is demonstrated that closer spacing always reduces crevasse depth, but over a wide range of spacing the predicted variation in depth is slight.


1993 ◽  
Vol 60 (1) ◽  
pp. 29-32 ◽  
Author(s):  
V. A. Lubarda

Precise estimates of the elastic stress intensity factors for the Griffith and edge cracks are made by using one convenient representation of the J-integral and asymptotic crack-tip fields, without recourse to the solutions of corresponding boundary value problems.


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