Coupled reliability and boundary element model for probabilistic fatigue life assessment in mixed mode crack propagation
Source abstract
Abstract
Fatigue and crack propagation are phenomena affected by high uncertainties, where deterministic methods fail to predict accurately the structural life. The present work aims at coupling reliability analysis with boundary element method. The latter has been recognized as an accurate and efficient numerical technique to deal with mixed mode propagation, which is very interesting for reliability analysis. The coupled procedure allows us to consider uncertainties during the crack growth process. In addition, it computes the probability of fatigue failure for complex structural geometry and loading. Two coupling procedures are considered: direct coupling of reliability and mechanical solvers and indirect coupling by the response surface method. Numerical applications show the performance of the proposed models in lifetime assessment under uncertainties, where the direct method has shown faster convergence than response surface method.
Source: openaire · Quality: candidate unverified · Source record ↗
Research context
OpenAlex topics: Fatigue and fracture mechanics · Numerical methods in engineering · Probabilistic and Robust Engineering Design
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References (24)
Show source-provided references
1. Three-dimensional boundary element analysis of fatigue crack growth in linear and non-linear fracture problems10.1016/S0013-7944(99)00047-8 ↗
2. Three-dimensional thermo-mechanical fatigue crack growth using BEM10.1016/S0142-1123(00)00011-6 ↗
3. Modeling of fatigue crack propagation using dual boundary element method and Gaussian Monte Carlo method10.1016/j.enganabound.2009.09.006 ↗
4. Non-linear boundary element formulation with tangent operator to analyse crack propagation in quasi-brittle materials10.1016/j.enganabound.2009.08.005 ↗
5. Meshless methods: an overview and recent developments10.1016/S0045-7825(96)01078-X ↗
6. A finite element method for crack growth without remeshing10.1002/(SICI)1097-0207(19990910)46:1<131::AID-NME726>3.0.CO;2-J ↗
7. Elastic crack growth in finite elements with minimal remeshing10.1002/(SICI)1097-0207(19990620)45:5<601::AID-NME598>3.0.CO;2-S ↗
8. Reliability analysis of non-linear reinforced concrete frames using the response surface method10.1016/S0951-8320(01)00043-6 ↗
9. Finite element reliability of geometrically nonlinear uncertain structures10.1061/(ASCE)0733-9399(1991)117:8(1806) ↗
10. Fatigue crack growth reliability by probabilistic finite elements10.1016/0045-7825(91)90225-U ↗
11. A response surface approach to fatigue reliability of ship structures10.1080/17445300902872010 ↗
12. Three reliability methods for fatigue crack growth10.1016/0013-7944(95)00133-6 ↗
13. A stochastic damage model for the rupture prediction of a multi-phase solid. Part I1: statistical approach10.1007/BF00035190 ↗
14. Sobczyk · 1992
15. Advanced fatigue reliability analysis10.1016/0142-1123(91)90595-P ↗
16. Enhanced B-PFEM model for fatigue life prediction of metals during crack propagation10.1016/S0927-0256(02)00246-X ↗
17. Dual boundary element method: efficient implementation for cracked problems10.1002/nme.1620330611 ↗
18. Two-dimensional stress intensity factor computations using the boundary element method10.1002/nme.1620170308 ↗
19. Cruse · 1988
20. A critical analysis of crack propagation laws10.1115/1.3656900 ↗
21. Pimenta PM, Ricardo LCH, Camarao AF. Modern trends on fatigue. In: SAE Brasil international conference on fatigue, São Paulo, Brazil; 2001.
22. Ditlevsen · 1996
23. Exact and invariant second moment code format10.1061/JMCEA3.0001848 ↗
24. Structural reliability under combined random load sequences10.1016/0045-7949(78)90046-9 ↗