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International Journal of Concrete Structures and Materials

Table 11 Comparison between experimental and analytical results.

From: Experimental and Numerical Assessments of Slab-Column Connections Strengthened Using Bonded Hemp Fiber Fabric Sheets

Specimen designation

Pu test (kN)

Afrp (mm2)

m (kN-m/m)

Pflex (kN)

Pu calc (kN)

Pu test/Pu calc

SA-H15-A

59.6

180

7.524

60.43

58.97

1.011

SA-H15-O

62.9

313.2

7.807

62.7

59.8

1.052

SA-H20-A

69.16

240

7.65

61.45

59.35

1.165

SA-C15-A

69.7

19.5

8.7

69.88

62.2

1.121

SB-H15-A

98.9

180

17

136.57

114.247

0.866

SB-H15-O

108.25

378

17.57

141.08

115.32

0.939

SB-H15(2)-A

102.43

360

17.52

140.67

115.22

0.889

SB-H20-A

100.35

240

17.176

137.94

114.58

0.876

SB-C15-A

117.01

19.5

18.58

149.22

117.14

0.999

Average

     

0.991

Standard deviation

    

0.108

Coefficient of variation (%)

    

10.9

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