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International Journal of Concrete Structures and Materials

Table 10 Comparison of finite element analysis and experimental results (kN).

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

Specimen

Fmax,a

Fmax,t

Fmax,a/Fmax,t

CK1

300.51

283.50

1.06

CK2

269.46

233.73

1.15

CK3

328.11

335.60

0.98

CK4

288.82

296.10

0.96

SK1

15.46

14.24

1.08

SK2

9.22

8.54

1.08

  1. Fmax,a maximum load in finite element analysis.
  2. Fmax,t average maximum load in the experiment.
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