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 |