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Table 9 Experimental results of other researchers’ with smooth 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

Loov and Patnaik (1994)

Beam 14

19.60

0.0019

431.00

0.82

1.93

Patnaik (2001)

SR1.1

19.80

0.0005

558.00

0.30

1.78

SR1.2

19.80

0.0005

558.00

0.30

2.37

SR2.1

23.50

0.0014

520.00

0.75

1.89

SR2.2

23.50

0.0014

520.00

0.75

1.61

SR3.1

17.00

0.0008

704.00

0.59

1.91

SR3.2

17.00

0.0008

704.00

0.59

1.73

SR4.1

34.80

0.0007

641.00

0.44

1.74

SR4.2

26.70

0.0007

641.00

0.44

1.35

SR4.3

34.80

0.0012

641.00

0.79

1.48

SR4.4

26.70

0.0012

641.00

0.79

1.53

SR4.5

34.80

0.0018

641.00

1.14

2.99

SR4.6

26.70

0.0018

641.00

1.14

1.94

SR5.1

34.80

0.0025

641.00

1.59

2.11

SR5.2

26.70

0.0025

641.00

1.59

2.25

SR5.3

34.80

0.0031

641.00

1.99

3.01

SR5.4

26.70

0.0031

641.00

1.99

2.81

SR5.5

34.80

0.0041

641.00

2.65

4.56

SR5.6

26.70

0.0041

641.00

2.65

4.13

ST1.1

34.40

0.0052

340.00

1.78

3.16

ST1.2

32.40

0.0052

340.00

1.78

3.61

ST2.1

33.90

0.0070

340.00

2.37

4.70

ST2.2

31.60

0.0070

340.00

2.37

5.08

ST3.1

26.90

0.0105

340.00

3.56

5.90

ST3.2

30.30

0.0105

340.00

3.56

6.30

LCP

Mattock et al. (1976)

B1

25.79

0.0044

341.99

1.50

3.10

B2

23.17

0.0088

350.96

3.09

4.50

B3

26.96

0.0132

350.96

4.63

5.79

B4

28.27

0.0176

338.54

5.96

6.48

B5

27.30

0.0220

348.20

7.66

6.90

B6

29.30

0.0264

357.16

9.43

7.96

D1

41.34

0.0044

357.16

1.57

2.55

D2

41.34

0.0088

360.61

3.17

4.61

D3

39.37

0.0132

360.61

4.76

5.32

D4

39.37

0.0176

360.61

6.34

7.05

D5

38.61

0.0220

360.61

7.94

7.46

D6

38.61

0.0264

357.16

9.43

8.41

Hoff (1992)

LWC1-1

58.54

0.0052

370.00

1.94

1.98

LWC1-2

58.68

0.0052

370.00

1.94

2.52

LWC1-3

57.16

0.0052

370.00

1.94

2.85

LWC1-4

58.54

0.0095

469.00

4.47

5.25

LWC1-5

58.68

0.0095

476.00

4.53

4.69

LWC1-6

57.16

0.0095

469.00

4.47

5.01

LWC2-1

63.92

0.0052

370.00

1.93

3.37

LWC2-2

60.40

0.0052

370.00

1.93

2.31

LWC2-3

60.19

0.0052

370.00

1.93

2.06

LWC2-4

57.02

0.0095

469.00

4.47

5.10

LWC2-5

60.40

0.0095

472.00

4.50

4.77

LWC2-6

60.19

0.0095

472.00

4.50

4.69

LWC3-1

71.09

0.0053

497.00

2.61

4.61

LWC3-2

75.22

0.0053

497.00

2.61

3.78

LWC3-3

75.98

0.0053

497.00

2.61

4.03

LWC3-4

71.09

0.0095

461.00

4.36

6.00

LWC3-5

75.22

0.0096

461.00

4.41

6.00

LWC3-6

75.98

0.0095

461.00

4.39

6.16

Shaw and Sneed (2014)

S-5-S-1

31.37

0.0133

456.00

6.06

5.38

S-5-S-2

31.37

0.0133

456.00

6.06

4.76

S-5-S-3

31.37

0.0133

456.00

6.06

5.52

S-8-S-1

49.71

0.0133

456.00

6.06

9.31

S-8-S-2

49.71

0.0133

456.00

6.06

8.07

S-8-S-3

49.71

0.0133

456.00

6.06

8.21

Sneed et al. (2016)

S-SL-CJ-S-9-1

37.10

0.009

498.00

4.48

3.72

S-SL-CJ-S-9-2

37.10

0.009

498.00

4.48

4.55

S-SL-CJ-S-13-1

38.41

0.013

498.00

6.47

5.50

S-SL-CJ-S-13-2

38.41

0.013

498.00

6.47

6.79

S-SL-CJ-S-17-1

34.13

0.017

498.00

8.47

6.62

S-SL-CJ-S-17-2

34.13

0.017

498.00

8.47

6.55

S-SL-CJ-S-22-1

34.48

0.022

498.00

10.96

6.96

S-SL-CJ-S-22-2

34.48

0.022

498.00

10.96

7.86

S-CL-CJ-S-9-1

32.89

0.009

498.00

4.48

4.48

S-CL-CJ-S-9-2

32.89

0.009

498.00

4.48

5.31

S-CL-CJ-S-13-1

31.99

0.013

498.00

6.47

5.71

S-CL-CJ-S-13-2

31.99

0.013

498.00

6.47

5.63

S-CL-CJ-S-17-1

31.37

0.017

498.00

8.47

6.00

S-CL-CJ-S-17-2

31.37

0.017

498.00

8.47

6.83

NWP

Mattock et al. (1976)

N1

28.82

0.0044

350.96

1.54

3.17

N2

26.89

0.0088

363.37

3.20

5.38

N3

27.55

0.0132

360.61

4.76

6.62

N4

28.61

0.0176

350.96

6.18

7.93

N5

27.13

0.0220

350.96

7.72

8.10

N6

28.41

0.0264

344.75

9.10

8.21

Kahn and Mitchell (2002)

SF-4-1-C

46.92

0.00,425

413.70

1.76

4.02

SF-4-2-C

46.92

0.00850

413.70

3.52

6.40

SF-4-3-C

46.92

0.01275

413.70

5.27

8.18

Shaw and Sneed (2014)

N-5-S-4

33.51

0.0133

456.00

6.06

4.55

N-5-S-5

33.51

0.0133

456.00

6.06

4.83

N-5-S-6

33.51

0.0133

456.00

6.06

5.45

N-8-S-1

52.06

0.0133

456.00

6.06

9.10

N-8-S-2

52.06

0.0133

456.00

6.06

7.45

N-8-S-3

52.06

0.0133

456.00

6.06

7.72

HSP

Kahn and Mitchell (2002)

SF-10-1-CJ

98.78

0.00507

413.70

2.10

3.65

SF-10-2-CJ

83.11

0.01015

413.70

4.20

5.67

  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.