1998
DOI: 10.1023/a:1007451005263
|View full text |Cite
|
Sign up to set email alerts
|

Untitled

Help me understand this report

Search citation statements

Order By: Relevance

Paper Sections

Select...
2
1
1
1

Citation Types

0
5
0

Year Published

2005
2005
2022
2022

Publication Types

Select...
7
2

Relationship

0
9

Authors

Journals

citations
Cited by 16 publications
(5 citation statements)
references
References 8 publications
0
5
0
Order By: Relevance
“…(1)), the thickness (gap) of the chevron notch, caused by the broadness of the FIB ion beam, is not taken into consideration. Kolhe et al 43) have evaluated the allowable The values of t C for the microbeam specimens tested in the present study were between 0.17 and 0.27 μm. We confirm that the chevron-notch thickness of any of the tested microbeam specimens was kept below 0.15 μm by the usage of the weakest Ga + ion beam and is smaller than the allowable thickness.…”
Section: Validity Of the Fracture Toughness Valuesmentioning
confidence: 86%
“…(1)), the thickness (gap) of the chevron notch, caused by the broadness of the FIB ion beam, is not taken into consideration. Kolhe et al 43) have evaluated the allowable The values of t C for the microbeam specimens tested in the present study were between 0.17 and 0.27 μm. We confirm that the chevron-notch thickness of any of the tested microbeam specimens was kept below 0.15 μm by the usage of the weakest Ga + ion beam and is smaller than the allowable thickness.…”
Section: Validity Of the Fracture Toughness Valuesmentioning
confidence: 86%
“…It was concluded that the principal factor was lack of stiffness of the testing machine load train. Kolhe et al 8 have shown through an FEA study that wide notches lead to greater crack instability when using this maximum required force technique. More recently, in the development of a silicon nitride fracture toughness reference material (NIST SRM 2100, the National Institute for Standards and Technology standard reference material; 9 see below) it has been shown that the results from CNB tests conducted properly are numerically indistinguishable from SEPB and SCF results.…”
Section: Chevron Notch Beam Methods (Cnb)mentioning
confidence: 97%
“…1). Calculations use a general, quadratic brick (C8D20) finite element; however, middle nodes of elements associated with the crack front are shifted to a quarter-element size towards the crack front [56][57][58]. The mesh and element size are optimized in order to calculate converged values of system compliances for each simulation.…”
Section: Compliance Calibrationmentioning
confidence: 99%
“…In the presence of a support, the uncracked chevron faces of the support and the cantilever are rigidly tied, while a fixed-displacement boundary condition is applied on the support face opposite the chevron notch. In modelling, the thickness of the chevron notch was implicitly assumed to be zero; thus, possible effects arising from a finite notch thickness [58] are not accounted for.…”
Section: Compliance Calibrationmentioning
confidence: 99%