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Table 8 Experimental results of other researchers’ with rough interface condition.

From: Horizontal Shear Behaviors of Normal Weight and Lightweight Concrete Composite T-Beams

Concrete type

Author

Specimens

fc (MPa)

ρ

fy (MPa)

ρfy (MPa)

v (MPa)

NWB

Saemann and Washa (1964)

8A

20.13

0.0108

293.73

3.18

4.26

6A

20.00

0.0102

293.73

3.00

6.57

Loov and Patnaik (1994)

Beam 1

37.40

0.0100

438.00

4.36

7.76

Beam 2

34.90

0.0038

438.00

1.66

4.27

Beam 3

30.50

0.0064

432.00

2.76

6.82

Beam 5

34.80

0.0038

430.00

1.63

5.54

Beam 6

37.10

0.0038

428.00

1.62

5.25

beam 7

35.80

0.0140

432.00

6.06

9.25

Beam 8

35.60

0.0019

407.00

0.77

3.12

Beam 9

37.10

0.0038

428.00

1.62

4.64

Beam 10

37.60

0.0019

409.00

0.77

3.46

Beam 12

34.60

0.0189

408.00

7.72

9.20

Beam 13

19.20

0.0019

431.00

0.82

2.92

Kahn and Slapkus (2004)

7-5

50.20

0.0019

556.00

1.03

4.09

7-7

50.20

0.0028

556.00

1.55

6.77

7-9

50.20

0.0037

556.00

2.06

6.90

LCP

Mattock et al. (1976)

A0

29.17

0.0000

0.00

0.00

3.45

A1

25.79

0.0044

328.89

1.45

5.23

A2

28.24

0.0088

369.57

3.25

6.30

A3

26.96

0.0132

366.81

4.84

7.03

A4

28.27

0.0176

350.96

6.18

7.58

A5

27.30

0.0220

350.96

7.72

8.21

A6

29.30

0.0264

357.16

9.43

9.27

Shaw and Sneed (2014)

S-5-R-1

31.37

0.0133

456.00

6.06

7.17

S-5-R-2

31.37

0.0133

456.00

6.06

7.03

S-5-R-3

31.37

0.0133

456.00

6.06

7.52

S-8-R-1

49.71

0.0133

456.00

6.06

10.07

S-8-R-2

49.71

0.0133

456.00

6.06

9.38

S-8-R-3

49.71

0.0133

456.00

6.06

9.31

Sneed et al. (2016)

S-SL-CJ-R-9-1

37.10

0.0090

498.00

4.48

6.90

S-SL-CJ-R-9-2

37.10

0.0090

498.00

4.48

7.03

S-SL-CJ-R-13-1

38.41

0.0130

498.00

6.47

8.80

S-SL-CJ-R-13-2

38.41

0.0130

498.00

6.47

8.27

S-SL-CJ-R-17-1

34.13

0.0170

498.00

8.47

8.69

S-SL-CJ-R-17-2

34.13

0.0170

498.00

8.47

9.10

S-SL-CJ-R-22-1

34.48

0.0220

498.00

10.96

8.96

S-SL-CJ-R-22-2

34.48

0.0220

498.00

10.96

8.00

S-CL-CJ-R-9-1

32.89

0.009

498.00

4.48

5.17

S-CL-CJ-R-9-2

32.89

0.0090

498.00

4.48

6.76

S-CL-CJ-R-13-1

31.99

0.0130

498.00

6.47

7.07

S-CL-CJ-R-13-2

31.99

0.0130

498.00

6.47

6.53

NWP

Mattock et al. (1976)

M0

27.13

0.0000

0.00

0.00

4.07

M1

28.82

0.0044

350.96

1.54

5.24

M2

26.89

0.0088

363.37

3.20

6.76

M3

27.55

0.0132

360.61

4.76

7.65

M4

28.61

0.0176

350.96

6.18

7.86

M5

27.13

0.0220

363.37

8.00

8.48

M6

28.41

0.0264

363.37

9.60

9.10

Mattock (1976)

B1

40.27

0.0044

353.51

1.56

3.36

B2

40.27

0.0088

348.54

3.07

4.83

B3

41.75

0.0132

353.51

4.66

7.27

B4

41.75

0.0176

371.09

6.53

8.80

B5

40.65

0.0256

339.58

8.70

10.83

B6

40.65

0.0320

339.58

10.87

11.72

D1

25.99

0.0044

353.51

1.55

4.07

D2

25.99

0.0088

353.51

3.11

6.34

D3

20.27

0.0132

386.12

5.10

6.96

D4A

17.20

0.0176

372.33

6.55

6.85

D4

20.27

0.0176

386.12

6.79

6.91

Mansur et al. (2008)

AN-2

40.20

0.0089

530.00

4.71

8.18

AN-4

40.20

0.0178

530.00

9.42

10.17

AN-6

40.20

0.0267

530.00

14.13

12.92

Shaw and Sneed (2014)

N-5-R-4

33.51

0.0133

456.00

6.06

8.21

N-5-R-5

33.51

0.0133

456.00

6.06

7.45

N-5-R-6

33.51

0.0133

456.00

6.06

7.45

N-8-R-1

52.06

0.0133

456.00

6.06

10.34

N-8-R-2

52.06

0.0133

456.00

6.06

7.79

N-8-R-3

52.06

0.0133

456.00

6.06

8.96

HSP

Kahn and Mitchell (2002)

SF-7-1-CJ

80.91

0.0051

413.70

2.10

6.21

SF-7-2-CJ

80.91

0.0102

413.70

4.20

9.43

SF-7-3-CJ

85.99

0.0152

413.70

6.30

12.67

SF-7-4-CJ

85.99

0.0203

413.70

8.39

15.24

SF-10-3-CJ

89.31

0.0152

413.70

6.30

13.09

SF-10-4-CJ

89.31

0.0203

413.70

8.39

14.49

SF-14-1-CJ

101.74

0.0051

413.70

2.10

10.45

SF-14-2-CJ

101.74

0.0102

413.70

4.20

11.40

SF-14-3-CJ

104.93

0.0152

413.70

6.30

15.48

SF-14-4-CJ

104.93

0.0203

413.70

8.39

17.60

Mansur et al. (2008)

AM-2

69.00

0.0089

530.00

4.71

7.50

AM-3

69.00

0.0133

530.00

7.07

11.50

AM-4

69.00

0.0178

530.00

9.42

14.03

AH-2

87.00

0.0089

530.00

4.71

7.78

AH-3

87.00

0.0133

530.00

7.07

12.36

AH-4

87.00

0.0178

530.00

9.42

14.17

B1-4

73.20

0.0089

300.00

2.67

6.73

B2-2

84.90

0.0042

300.00

1.34

5.17

B2-4

84.90

0.0089

300.00

2.67

7.32

B2-5

84.90

0.0112

300.00

3.36

8.21

B2-6

84.90

0.0134

300.00

4.02

9.17

B3-4

95.20

0.0089

300.00

2.67

7.97

B4-2

106.40

0.0045

300.00

1.34

6.01

B4-4

106.40

0.0089

300.00

2.67

8.43

B4-5

106.40

0.0112

300.00

3.36

9.24

B4-6

106.40

0.0134

300.00

4.02

9.96

  1. Note: NWB = normal weight concrete composite beam test specimens; LCP = lightweight concrete push-off test specimens; NWP = normal weight concrete push-off test specimens; HSP = high-strength concrete push-off test specimens.