Research Article
Multiscale Modeling of Elastic Properties of Sustainable Concretes by Microstructural-Based Micromechanics
Table 2
Mixture-independent elastic properties of concrete ingredients.
| Phase | Bulk modulus () [GPa] | Shear modulus (µ) [GPa] | Source |
| CH | 36.04 | 15.21 | [11] | Clinker | 107 | 49.38 | [11] | Fiber (kenaf) | 18.6 | 5.3 | [2] | Sand (quartz) | 35.92 | 25.8 | [32] | Lightweight aggregate | 7.14 | 6.5 | [43] | Coarse aggregate | 22.22 | 16.8 | [43] |
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