Abstract
An incremental three-dimensional stress-strain relationship for concrete with induced anisotropy has been developed. The nonlinearity and path-dependency are modeled by expressing the elastic moduli at each increment as function of the octahedral and deviatoric strains, based on a uniaxial stochastic model developed earlier. Predictions of multiaxial response under proportional and non-proportional loading are in good agreement with experimental results.
| Original language | English (US) |
|---|---|
| Title of host publication | American Society of Mechanical Engineers, Pressure Vessels and Piping Division (Publication) PVP |
| Publisher | Publ by American Soc of Mechanical Engineers (ASME) |
| Pages | 51-59 |
| Number of pages | 9 |
| Volume | 153 |
| State | Published - 1988 |
| Event | Constitutive Modelling for Engineering Materials with Applications - Chicago, IL, USA Duration: Nov 27 1988 → Dec 2 1988 |
Other
| Other | Constitutive Modelling for Engineering Materials with Applications |
|---|---|
| City | Chicago, IL, USA |
| Period | 11/27/88 → 12/2/88 |
ASJC Scopus subject areas
- Industrial and Manufacturing Engineering
- Mechanical Engineering