Numerical evaluation of the rotating crack model
β Scribed by Y.-J. Li; Th. Zimmerman
- Publisher
- Elsevier Science
- Year
- 1998
- Tongue
- English
- Weight
- 785 KB
- Volume
- 69
- Category
- Article
- ISSN
- 0045-7949
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β¦ Synopsis
The paper discusses typical fracture mechanics problems which have been analyzed in order to evaluate the performance of the rotating crack model. The outcome indicates that the model is a promising tool for nonlinear analysis of concrete structures. For model-I cracking, the model is capable of simulating the whole range of size covered by limit analysis and linear elastic fracture mechanics, but when a slant mesh is used, a mesh bias is observed. For mixed-mode cracking, the model is capable of predicting the ultimate load for small concrete structures; the results of simulations for large concrete structures show a good coincidence with linear elastic fracture mechanics solutions.
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## Abstract This paper attempts to answer two commonly raised questions during the preparation of a finite element mesh, for the linear elastic fracture analysis of cracked structure: how to set up the finite element mesh around the crack tip, and what level of accuracy is to be expected from such
A number of crack propagation experiments are performed on sheets of a high strength steel. Momentaneous forces, crack lengths and velocities are measured. With this as input the dynamic stress-intensity factor is calculated with aid of a FEM program especially modified for the purpose. Observations