1994
DOI: 10.1016/0142-1123(94)90070-1
|View full text |Cite
|
Sign up to set email alerts
|

Reliability assessment of structures based upon probabilistic fracture mechanics

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
2
1
1
1

Citation Types

1
11
0

Year Published

1996
1996
2016
2016

Publication Types

Select...
4
2

Relationship

0
6

Authors

Journals

citations
Cited by 7 publications
(12 citation statements)
references
References 0 publications
1
11
0
Order By: Relevance
“…In order to clarify the influence of the fracture peculiarities on the failure probability of a fatigue loaded structure, Maljaars et al [102] used the linear elastic fracture mechanics (LEFM) theory to develop a probabilistic model. Ishikawa et al [103] proposed the Tsurui-Ishikawa model, while Yazdani and Albrecht [104] investigated the application of probabilistic LEFM to the prediction of the inspection interval of cover plates in highway bridges. As for the welded structures, a comprehensive overview of probabilistic fatigue assessment models can be found in the paper of Lukić and Cremona [105].…”
Section: Stochastic Crack Growth Modelsmentioning
confidence: 99%
See 1 more Smart Citation
“…In order to clarify the influence of the fracture peculiarities on the failure probability of a fatigue loaded structure, Maljaars et al [102] used the linear elastic fracture mechanics (LEFM) theory to develop a probabilistic model. Ishikawa et al [103] proposed the Tsurui-Ishikawa model, while Yazdani and Albrecht [104] investigated the application of probabilistic LEFM to the prediction of the inspection interval of cover plates in highway bridges. As for the welded structures, a comprehensive overview of probabilistic fatigue assessment models can be found in the paper of Lukić and Cremona [105].…”
Section: Stochastic Crack Growth Modelsmentioning
confidence: 99%
“…The key feature of the work of Maljaars et al [102] with respect to other LEFM-based fatigue assessment studies [87,[103][104][105] is that it accounts for the fact that, at any moment in time, a large stress cycle causing fracture can occur. Therefore, the probability of failure in case of fatigue loaded structures can be calculated combining all the failure probabilities for all time intervals.…”
Section: Stochastic Crack Growth Modelsmentioning
confidence: 99%
“…Lin and Yang (1983) adopted a diffusive Markov process to obtain the first passage time to reach the critical crack size. Ishikawa et al(1993) started with crack-growth as a general stochastic process, but subsequently approximated the process to be Markovian (continuous-time and continuous-state) assuming that the correlation function vanishes at time intervals of practical interest. Spencer and Tang (1988) modeled crack growth with a two-dimensional Markov vector process [A(t) z(t)lT where A(t) is the crack size as in Eqn.…”
Section: Degradation Dependent On Service Ioadsmentioning
confidence: 99%
“…Numerical computation of the weight function requires two virtual crack extensions. Recently, the use of analytical separation of the crack-tip field into mode I and mode II components with the symmetric mesh in the crack tip neighborhood was proposed by Ishikawa [22] and Sha [23] and Sha and Yang [9]. They extended this efficient finite element methodology from mode I cracks to mixed mode cracks for the determination of the stress intensity factors and the nodal weight functions on crack faces by only one virtual crack extension.…”
Section: Weight Function Formulation and Numerical Techniquementioning
confidence: 99%