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]