2001
DOI: 10.1002/1521-4001(200112)81:12<811::aid-zamm811>3.0.co;2-i
|View full text |Cite
|
Sign up to set email alerts
|

Asymptotic Behaviour of the Elastic Solution near the Tip of a Crack Situated at a Nonideal Interface

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
2
1
1

Citation Types

0
26
0

Year Published

2003
2003
2017
2017

Publication Types

Select...
7
3

Relationship

1
9

Authors

Journals

citations
Cited by 32 publications
(26 citation statements)
references
References 19 publications
0
26
0
Order By: Relevance
“…Although tractions along a linear elastic interface are bounded, their derivatives are unbounded, having logarithmic singularities at crack tips (Erdogan 1997;Antipov et al 2001;Lenci 2001;Mishuris and Kuhn 2001), cf. Távara et al (2010).…”
Section: Err In Lebim Evaluated By the Crack Closure Techniquementioning
confidence: 99%
“…Although tractions along a linear elastic interface are bounded, their derivatives are unbounded, having logarithmic singularities at crack tips (Erdogan 1997;Antipov et al 2001;Lenci 2001;Mishuris and Kuhn 2001), cf. Távara et al (2010).…”
Section: Err In Lebim Evaluated By the Crack Closure Techniquementioning
confidence: 99%
“…Evaluation of coefficients in asymptotic representations of displacements and stress fields represents an important issue for addressing vector problems of crack propagation in elastic materials (Bercial-Velez et al, 2005;Mishuris & Kuhn, 2001). The explicit derivation of weight functions is fundamental for the evaluation of stress intensity factors corresponding to a general distribution of forces acting on the crack faces, as well as for the calculation of higher order coefficients in the asymptotic expressions of the fields.…”
Section: Introductionmentioning
confidence: 99%
“…In particular, the existence of weak solutions is proved in [2,14], while existence of classical solutions is studied in [33,34,38]. The presence of surface stresses in a model changes the solution behavior at singular points such as crack ends, holes, notches, and points and lines at which boundary conditions change form [22,23,[29][30][31]37].…”
mentioning
confidence: 99%