๐”– Bobbio Scriptorium
โœฆ   LIBER   โœฆ

Probability of failure models in finite element analysis of brittle materials

โœ Scribed by Constantinos Georgiadis

Publisher
Elsevier Science
Year
1984
Tongue
English
Weight
990 KB
Volume
18
Category
Article
ISSN
0045-7949

No coin nor oath required. For personal study only.

๐Ÿ“œ SIMILAR VOLUMES

Quantitative characterization of microcr
Quantitative characterization of microcracking in brittle materials by finite element modeling
โœ Li Zhonghua; Zhao Yong; S. Schmauder; M. Dong ๐Ÿ“‚ Article ๐Ÿ“… 1995 ๐Ÿ› Elsevier Science ๐ŸŒ English โš– 546 KB

A numerical procedure is described for directly simulating the generation of a microcrack process zone around a crack during loading. The interactions between microcrack-microcrack and microcrack-main crack were realized and certain effects of interaction predicted by the theoretical model are corro

Discriminating between fracture criteria
Discriminating between fracture criteria in the prediction of failure probability of brittle materials
โœ S.L. Fok; J. Smart ๐Ÿ“‚ Article ๐Ÿ“… 1993 ๐Ÿ› Elsevier Science ๐ŸŒ English โš– 847 KB

Many different fracture criteria have been proposed for the failure prediction of brittle materials using Ratdorf's or Evans weakest link formulation. There are also many reports where efforts have been made to determine which is the most suitable criterion. However, the difference between the predi

Finite element analysis of progressive f
Finite element analysis of progressive failure in long slopes
โœ N.-E. Wiberg; M. Koponen; K. Runesson ๐Ÿ“‚ Article ๐Ÿ“… 1990 ๐Ÿ› John Wiley and Sons ๐ŸŒ English โš– 575 KB

Progressive failure in long natural clay slopes with an underlying weak shear zone is studied. The clay slope is assumed to be elastic-perfectly plastic, whereas the shear zone may have an elastic-plastic strain softening behaviour. The failure will occur due to the development of large shear deform