G laPPi = 4.162 -9.766a + 23.452a2. NGSF obtained with this expression is also included in Fig. 1. The trend in the NGSF-a curve is different from the original data of [I], however, there is still a discrepancy to the curves applying eqn (7). Obviously the FE results of Mishra and Parida are not ver
Prediction of fracture instability in thin sheets by finite element method
โ Scribed by S.C. Mishra; B.K. Parida
- Publisher
- Elsevier Science
- Year
- 1984
- Tongue
- English
- Weight
- 667 KB
- Volume
- 20
- Category
- Article
- ISSN
- 0013-7944
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โฆ Synopsis
A fracture instability study has been made for narrow thin panels with central cracks. The quasi-static energy approach in conjunction with finite element method has been employed for the prediction of critical crack length corresponding to a given applied stress level. The corresponding plane-stress fracture toughness, &< has been shown to differ considerably with regard to that obtained from tests following the standard practice. However, the plane stress fracture toughness value obtained experimentally based on the predicted critical crack length is found to be in close agreement with the theoretically obtained value.
๐ SIMILAR VOLUMES
In this work, the critical stress intensity factor of a centre cracked plate is analysed by ยฎnite element methods to study its dependence upon the geometry of the plate and to search under what conditions it can be identiยฎed with the fracture toughness of the material. This will be useful for a bett
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