Meso-Scale Failure of Freezing–Thawing Damage of Concrete under Uniaxial Compression
In this study, discrete element PFC3D software was used to simulate the uniaxial compression of C30 concrete specimen models after freezing−thawing damage. Based on the thickness of the freezing−thawing damage layer of the concrete and the uniaxial compression test, the meso-para...
| Main Authors: | , , , |
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| Format: | Article |
| Language: | English |
| Published: |
MDPI AG
2020-02-01
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| Series: | Applied Sciences |
| Subjects: | |
| Online Access: | https://www.mdpi.com/2076-3417/10/4/1252 |