Constitutive model of concrete under multi-axial stresses
Based on the Triaxial Elasto-Plastic and Continuum Fracture Model, which was proposed by Maekawa (1993), a novel isotropic constitutive model, the Modified Triaxial Elasto-Plastic and Continuum Fracture Model is proposed in the present work to simulate the nonlinear behavior of concrete under triaxi...
Saved in:
| Main Author: | |
|---|---|
| Other Authors: | |
| Format: | Theses and Dissertations |
| Language: | English |
| Published: |
2008
|
| Subjects: | |
| Online Access: | http://hdl.handle.net/10356/11832 |
| Tags: |
Add Tag
No Tags, Be the first to tag this record!
|
| Institution: | Nanyang Technological University |
| Language: | English |