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Table 4 Summary of the test results.

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

Group

Specimen Designation

\(f\)(MPa)

Normalized ultimate load PU (kN)

Ratio of ultimate loads (%)

Deflection at ultimate load (mm)

Fracture energy (kN-m)

Energy Ductility Index

Initial stiffness (kN/mm)

Stiffness Increase (%)

SA

SA0*

43.7

49

-

14.58

0.563

-

4.6

-

SA-H15-A

36.5

59.6

21.63%

11.763

0.3935

0.7

5.58

20.9%

SA-H15-O

36.5

62.94

28.44%

11.84

0.4466

0.79

6.32

37.03%

SA-H20-A*

32.4

69.16

41.14%

13.15

0.752

1.34

7.232

56.8%

SA-C15-A*

38.3

69.7

42.24%

10.94

0.813

1.44

7.14

54.8%

SB

SB0

33.6

93.57

-

11.77

0.711

-

9.81

-

SB-H15-A

36.5

98.9

5.7%

10.09

0.566

0.796

10.742

9.5%

SB-H15-O

30

108.25

15.7%

11.6

0.729

1.03

11.324

15.4%

SB-H20-A

36.5

100.35

7.25%

10.16

0.597

0.84

11.7

19.25%

SB-H15(2)-A

35

102.43

9.47%

11.32

0.6972

0.98

11.48

17%

SB-C15-A

41.5

117.01

25%

11.07

0.7166

1

10.89

11.12%

  1. *Specimens SA0, SA-H20-A, and SA-C15-A of group SA are the only specimens in the research program which experienced combined punching-flexural failure