57th AIAA/ASCE/AHS/ASC Structures, Structural Dynamics, and Materials Conference 2016
DOI: 10.2514/6.2016-0729
|View full text |Cite
|
Sign up to set email alerts
|

Micro-Scale Crack Propagation Using the eXtended Finite Element Method

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
2
1

Citation Types

0
3
0

Year Published

2021
2021
2023
2023

Publication Types

Select...
5

Relationship

0
5

Authors

Journals

citations
Cited by 5 publications
(3 citation statements)
references
References 26 publications
0
3
0
Order By: Relevance
“…The longer inner edge of the block number 3 was modeled by the sinusoidal function. That allowed to reflect realistic crack conditions [ 51 ]. The adjoining edges of the blocks, numbered consecutively as 1, 3, 4 and 2, 3, 4, were connected by the constraints imposed on nodal displacements ux (horizontal axis) and uy (vertical axis).…”
Section: Estimation Of Instantaneous Frequency Of Signal From Fem mentioning
confidence: 99%
“…The longer inner edge of the block number 3 was modeled by the sinusoidal function. That allowed to reflect realistic crack conditions [ 51 ]. The adjoining edges of the blocks, numbered consecutively as 1, 3, 4 and 2, 3, 4, were connected by the constraints imposed on nodal displacements ux (horizontal axis) and uy (vertical axis).…”
Section: Estimation Of Instantaneous Frequency Of Signal From Fem mentioning
confidence: 99%
“…Souza et al have developed a multiscale model for the transition of local cracks to the macrocracks by using XFEM to model cohesive zones [12]. As another example, Goyal et al used XFEM to model crack propagations in an aluminium alloy in a uniaxial tensile test [13]. However, XFEM is not able to manage multiple crack initiation and propagation at the same time.…”
Section: Introduction Motivation Of the Studymentioning
confidence: 99%
“…Then, the macroscopic model was performed to obtain the stress intensity factor. Then, they further simulated the fatigue crack evolution in the steel [16][17][18]. The number of cycles for short crack initiation was estimated with regard to stress distribution in the microstructural model, while the LEFM method and Paris law were applied to describe the long crack growth up to final fracture and the corresponding S-N curve.…”
Section: Introductionmentioning
confidence: 99%