Table 6 Predicted flexural strength values.

From: Microstructural evolution and mechanical property enhancement of red mud incorporated high strength concrete

Mixes

Experimental Results

ACI 318 − 99

ACI363R92

IS code 456

AS3600

CEB-FIP

Present study

fc

ff

ff = 0.62fc0.5

ff = 0.94fc0.5

ff = 0.7fc0.5

ff = 0.6 fc0.5

ff = 0.81 fc0.5

ff = 0.45fc0.60

B0RM

82.2

6.41

5.62

8.52

6.34

5.43

7.34

6.34

B5RM

83.8

6.53

5.67

8.60

6.40

5.49

7.41

6.41

B10RM

87.7

6.89

5.80

8.80

6.55

5.61

7.58

6.59

B15RM

84.12

6.68

5.68

8.62

6.42

5.50

7.42

6.42

B20RM

82.8

6.45

5.64

8.55

6.36

5.45

7.37

6.36

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