Abstract
ADINA's capability in providing the user with the option to construct his/her own material model is employed to add a simple concrete material model. The simplicity of the model arises from the assumption of a uniaxial state of stress and it can be used for nonlinear analysis of members under primarily flexural and/or axial load. The effectiveness of the model under monotonic, as well as cyclic loading, is shown through analyses of three test problems.
| Original language | English (US) |
|---|---|
| Pages (from-to) | 591-600 |
| Number of pages | 10 |
| Journal | Computers and Structures |
| Volume | 47 |
| Issue number | 4-5 |
| DOIs | |
| State | Published - Jun 3 1993 |
All Science Journal Classification (ASJC) codes
- Civil and Structural Engineering
- Modeling and Simulation
- General Materials Science
- Mechanical Engineering
- Computer Science Applications