Numerical simulation of plain concrete specimens with micromechanical model and simple lattice model
In this paper, a recently proposed micromechanical model for concrete is combined with a simple lattice model to simulate the behaviours of plain concrete specimens under tension, compression and three-point bending. The Mori–Tanaka method based micromechanical model for concrete considers the micro...
Saved in:
| Main Authors: | , , |
|---|---|
| 其他作者: | |
| 格式: | Article |
| 語言: | English |
| 出版: |
2017
|
| 主題: | |
| 在線閱讀: | https://hdl.handle.net/10356/85143 http://hdl.handle.net/10220/43646 |
| 標簽: |
添加標簽
沒有標簽, 成為第一個標記此記錄!
|