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Table 7 Elastic modulus of CNACBM.

From: Experimental Study on Basic Mechanical Properties of Core-Column Non-mortar Aerated Concrete Block Masonry

Specimen grouping

Elastic modulus (MPa)

\(E/f_{gi}\)

Average value of \(E/f_{gi}\)

Coefficient of variation

CK1-1

415.95

172.78

701.27

0.77

CK1-2

2767.50

1258.72

CK1-3

420.42

148.52

CK1-4

2436.34

1225.07

CK2-1

626.67

335.00

335.82

0.51

CK2-2

381.33

154.23

CK2-3

328.40

173.90

CK2-4

1127.29

680.15

CK3-1

1880.74

937.17

311.06

0.84

CK3-2

407.76

145.52

CK3-3

265.91

80.15

CK3-4

247.51

81.39

CK4-1

807.46

368.03

235.57

0.37

CK4-2

453.81

149.67

CK4-3

CK4-4

394.61

189.03