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Table 4 Strength calculation of all shear bond tests according to different failure modes

From: Experimental Research on Bond Behaviour of Fabric Reinforced Cementitious Matrix Composites for Retrofitting Masonry Walls

Failure mode

Specimen

Peak load (N)

Half peak load (N)

Section area

Strength (MPa)

Brittle failure of the matrix

A1-1

4570.01

2285.00

56.8 mm × 110 mm

0.37

A1-2

4786.65

2393.32

0.38

A1-3

4837.04

2418.52

0.39

Avg

4731.23

2365.61

0.38

Shear bond failure

A2-1

10,278.66

5139.33

56.8 mm × 110 mm

0.82

A2-2

6785.30

3392.65

0.54

A2-3

8869.21

4434.61

0.71

Avg

8644.39

4322.20

0.69

A4-1

4123.15

2061.57

56.8 mm × 110 mm

0.33

A4-2

2998.88

1499.44

0.24

A4-3

1756.34

878.17

0.14

Avg

2959.46

1479.73

0.24

Tensile failure of XPS

A3-1

713.28

356.64

56.8 mm × 20 mm

0.31

A3-2*

491.22

245.61

0.22

A3-3

–

–

–

B3-1

719.87

359.94

0.32

B3-2

825.49

412.75

0.36

B3-3

802.26

401.13

0.35

Avg

765.23

382.61

0.34

Tensile failure of fabric

B1-1

6958.09

3479.05

4 × 2 mm2

434.88

B1-2

7635.88

3817.94

477.24

B1-3

7474.90

3737.45

467.18

Avg

7356.29

3678.15

459.77

B2-1

14,827.73

7413.86

8 × 2 mm2

463.37

B2-2

15,117.86

7558.93

472.43

B2-3

13,711.93

6855.96

428.50

Avg

14,552.51

7276.25

454.77

B4-1

7571.36

3785.68

4 × 2 mm2

473.21

B4-2

7650.38

3825.19

478.15

B4-3

7707.60

3853.80

481.72

Avg

7643.11

3821.56

477.69

Peel bond failure

A5-1

231.40

115.70

56.8 mm × 110 mm

0.02

A5-2

1663.16

831.58

0.13

A5-3

307.08

153.54

0.02

Avg

733.88

366.94

0.06

B5-1

1128.62

564.31

56.8 mm × 220 mm

0.05

B5-2

2340.80

1170.40

0.09

B5-3

3054.00

1527.00

0.12

Avg

2174.48

1087.24

0.09

  1. *Denotes invalid data because the XPS plate was corroded by glue
  2. – Denotes lost data because the specimen was damaged during placement