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...
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| Main Authors: | , , |
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| Other Authors: | |
| Format: | Article |
| Language: | English |
| Published: |
2017
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| Subjects: | |
| Online Access: | https://hdl.handle.net/10356/85143 http://hdl.handle.net/10220/43646 |
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| Institution: | Nanyang Technological University |
| Language: | English |