Abstract
Concrete is investigated on the meso-level, where emphasis is given to the effects of pores of inclusions (aggregates). The dispersing medium, where the aggregates are embedded, is treated as an elastoviscoplastic porous material containing also a liquid phase. The mathematical model employed applies to saturated and saturated-unsaturated flow in the deforming porous medium. A finite element approach is used for the investigation of time-dependent and time-independent behavior of concrete.
| Original language | English |
|---|---|
| Place of Publication | Chichester, Engl |
| Publisher | Wiley |
| Number of pages | 37 |
| ISBN (Print) | 0471901229 |
| State | Published - Dec 1 1984 |
ASJC Scopus subject areas
- Engineering(all)