๐”– Bobbio Scriptorium
โœฆ   LIBER   โœฆ

Scratch test model for the determination of fracture toughness

โœ Scribed by Ange-Therese Akono; Franz-Josef Ulm


Publisher
Elsevier Science
Year
2011
Tongue
English
Weight
609 KB
Volume
78
Category
Article
ISSN
0013-7944

No coin nor oath required. For personal study only.

โœฆ Synopsis


We revisit the scratch test within the framework of linear elastic fracture mechanics. In the analysis, we employ an Airy stress function approach to determine stresses and displacement in the vicinity of the scratch-blade-material interface, which serve as input for the evaluation of the energy release rate by means of the J-Integral. In contrast to previous models, the energy release rate thus found scales with the sum of the applied forces squared. This entails a linear relation between the applied forces and w ffiffiffi d p

, where w is the scratch width and d the scratch depth. This analytical scaling is validated using experimental scratch data on cement paste and sandstone, which shows that the proposed approach provides a convenient way to determine the fracture toughness from scratch tests carried out with different scratch widths and depths.


๐Ÿ“œ SIMILAR VOLUMES


Determination of fracture toughness by u
โœ Hung-Kuk Oh ๐Ÿ“‚ Article ๐Ÿ“… 1996 ๐Ÿ› Elsevier Science ๐ŸŒ English โš– 150 KB

The dynamic fatigue life equation is appfied to uniaxial tensile test. The resultant equations for the surface energy and fracture toughness are calculated with the data from the tensile test and compared with the ones from ASTM E399 test. During the crack propagation under model loading, the materi

Statistical models for the analysis of f
โœ P.L. Windle ๐Ÿ“‚ Article ๐Ÿ“… 1985 ๐Ÿ› Elsevier Science ๐ŸŒ English โš– 887 KB

analysis of fracture toughness test data should provide dist~butional parameter estimates for the population of toughness predictions for use in integrity assessments. Standard statistical techniques are available which provide such information where the appropriate distributional form is normal but

Effective crack model for the determinat
โœ B.L Karihaloo; P Nallathambi ๐Ÿ“‚ Article ๐Ÿ“… 1990 ๐Ÿ› Elsevier Science ๐ŸŒ English โš– 80 KB

A method is described for determining the fracture toughness of plain concrete from three-point bend specimens which accounts for the pre-peak crack growth that occurs upon loading. The fracture toughness so determined is shown not to depend on the size and geometry of the test specimen but on the m