Abstract
A model for the stress strain behavior of concrete is discussed which was derived on the assumption that concrete is a composite material. It makes it possible to calculate complete stress- strain curves primarily on the basis of material parameters such as bond strength and matrix strength, and their stress- strain curves, and using some statistical analysis to account for local variations within the bulk of concrete.
Original language | English (US) |
---|---|
Pages (from-to) | 405-411 |
Number of pages | 7 |
Journal | Schweiz Arch Angew Wiss Tech |
Volume | 37 |
Issue number | 12 |
State | Published - 1971 |
Externally published | Yes |
ASJC Scopus subject areas
- General Engineering