๐”– Bobbio Scriptorium
โœฆ   LIBER   โœฆ

Separation of measured fatigue crack stress fields in a metal matrix composite material

โœ Scribed by M.E. Fitzpatrick; M.T. Hutchings; P.J. Withers


Publisher
Elsevier Science
Year
1999
Tongue
English
Weight
435 KB
Volume
47
Category
Article
ISSN
1359-6454

No coin nor oath required. For personal study only.

โœฆ Synopsis


AbstractรNeutron diraction has been used to measure the strain proยฎle around fatigue cracks in Al/SiC p metal matrix composite specimens which had been previously heat treated to set up dierent initial levels of residual stress. Uncracked samples were used to determine the residual strain variations present in the samples prior to growth of the cracks. A specially-designed four point loading rig was used to enable the samples to be studied in situ on the neutron diractometer, both in the unloaded and loaded conditions: i.e. with the crack closed (no applied load) and open (loaded to the same K max experienced during crack growth). A modelling technique based on the Eshelby method was used to separate the measured stresses into their contributing components: the macroscopic stress ยฎeld which would exist in the material if it were homogeneous; the elastic mismatch stress in each phase arising from the mismatch in elastic properties of the two components; and the thermal misยฎt stress arising from the dierence in coecient of thermal expansion between the matrix and the reinforcement. The eects of the passage of the fatigue crack on the pre-existing residual stress ยฎeld, and of the change in stress distribution when the opening load is applied to the crack, are discussed in the light of the results.


๐Ÿ“œ SIMILAR VOLUMES


Modeling of crack bridging in a unidirec
โœ Louis J. Ghosn; Pete Kantzos; Jack Telesman ๐Ÿ“‚ Article ๐Ÿ“… 1992 ๐Ÿ› Springer Netherlands ๐ŸŒ English โš– 670 KB

The effective fatigue crack driving force and crack opening profiles were determined analytically for fatigue tested unidirectional composite specimens exhibiting fiber bridging. The crack closure pressure due to bridging was modeled using two approaches; the fiber pressure model and the shear lag m