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A fractional order rate approach for modeling concrete structures subjected to creep and fracture
- Source :
-
International Journal of Solids & Structures . May2004, Vol. 41 Issue 9/10, p2607. 15p. - Publication Year :
- 2004
-
Abstract
- The paper analyses the behaviour of concrete in the case of quasi-static fracture. The attention is focused on the interaction between strain-softening and time-dependent behaviour: a viscous rheological element (based on a fractional order rate law) is coupled with a micromechanical model for the fracture process zone. This approach makes it possible to include a whole range of dissipative mechanisms in a single rheological element. Creep fracture in mode I conditions is analysed through the finite element method and the cohesive (or fictitious) crack model. The comparison with creep tests executed on three-point bending conditions (three different load levels) shows a good agreement both in terms of failure-lifetime, and, load–displacement. [Copyright &y& Elsevier]
Details
- Language :
- English
- ISSN :
- 00207683
- Volume :
- 41
- Issue :
- 9/10
- Database :
- Academic Search Index
- Journal :
- International Journal of Solids & Structures
- Publication Type :
- Academic Journal
- Accession number :
- 12573249
- Full Text :
- https://doi.org/10.1016/j.ijsolstr.2003.12.025