Evaluation of Existing Strut-and-Tie Methods and Recommended Improvements

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5. Flexure-Shear Interaction of Reinforced High-Strength Concrete Beams

6. Monolithic and Cyclic Behavior of Deep Beams Designed Using Strut-and-Tie Models

7. Angelakos, D., “The Influence of Concrete Strength and Longitudinal Reinforcement Ratio on the Shear Strength of Large-Size Reinforced Concrete Beams With, and Without, Transverse Reinforcement,” master’s thesis, Department of Civil Engineering, University of Toronto, Toronto, ON, Canada, 1999, 195 pp.

8. Effect of Concrete Strength and Minimum Stirrups on Shear Strength of Large Members

9. Size Effect of Diagonal Shear Failure of Beams without Stirrups

10. Shear Strength of Reinforced Concrete Beams

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12. Behavior and Efficiency of Bottle-Shaped Struts

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14. Static and Fatigue Strength in Shear of Beams with Tensile Reinforcement

15. Diagonal Tension in Reinforced Concrete Beams

16. Behavior and Strength in Shear of Beams and Frames without Web Reinforcement

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18. Some Implications of Recent Diagonal Tension Tests

19. Experimental Studies on High-Strength Concrete Deep Beams

20. Effective Width for Shear Failure of RC Deep Slabs

21. Shear Strength of High-Strength Concrete Deep Beams

22. The Shear Strength of Reinforced Concrete Deep Beams

23. Shear Behavior of Large Concrete Beams Reinforced with High-Strength Steel

24. Transverse Stirrup Spacing in R/C Beam

25. Minimum Shear Reinforcement in Beams with Higher Strength Concrete

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27. Shear Strength of High-Performance Concrete Beams

28. Web Reinforcement Effects on Deep Beams

29. Studies of the Shear and Diagonal Tension Strength of Simply Supported Reinforced Concrete Beams

30. Contribution of Longitudinal Steel to Shear Resistance of Reinforced Concrete Beams

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32. Deep Beam Behavior Affected by Length and Shear Span Variables

33. Shear Behavior of RC Deep Beams with Stirrups

34. Shear Strength of Reinforced Concrete Beams, Part —Tests of Simple Beams

35. Shear Strength of Reinforced Concrete Frame Members without Web Reinforcement

36. Shear Strength of Reinforced High-Strength Concrete Deep Beams

37. Evaluation of Minimum Shear Reinforcement Requirements for Higher Strength Concrete

38. Strength of Struts in Deep Concrete Members Designed Using Strut-and-Tie Method

39. Exploratory Shear Tests Emphasizing Percentage of Longitudinal Steel

40. Ultimate Strength of Deep Beams in Shear

41. Rigotti, M., “Diagonal Cracking in Reinforced Concrete Deep Beams—An Experimental Investigation,” PhD dissertation, Concordia University, Montreal, QC, Canada, Nov. 2002, 235 pp.

42. Tests of Reinforced Concrete Deep Beams

43. Shear Strength of High-Strength Concrete Beams with Web Reinforcement

44. Shear Design of High and Normal Strength Concrete Beams with Web Reinforcement

45. Shear Strength of Reinforced High-Strength Concrete Beams with Shear Span-to-Depth Ratios between 1.5 and 2.5

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47. Shear Strength of Deep Beams

48. Stanik, B. A. P., “The Influence of Concrete Strength, Distribution of Longitudinal Reinforcement, Amount of Transverse Reinforcement and Member Size on Shear Strength of Reinforced Concrete Members,” master’s thesis, Department of Civil Engineering, University of Toronto, Toronto, ON, Canada, 1998, 369 pp.

49. Reinforced Concrete Deep Beams—Some Test Results10.1680/macr.1986.38.137.206 ↗

50. High-Strength Concrete Deep Beams with Effective Span and Shear Span Variations

51. Effect of Web Reinforcement on High-Strength Concrete Deep Beams

52. Shear Behavior of Large Reinforced Concrete Deep Beams and Code Comparisons

53. Main Tension Steel in High Strength Concrete Deep and Short Beams

54. Evaluation of Shear Strength of Deep Beams with Stirrups

55. Uzel, A., “Shear Design of Large Footings,” PhD dissertation, University of Toronto, Toronto, ON, Canada, 2003, 404 pp.

56. Shear Strength of Reinforced Concrete Beams without Web Reinforcement

57. Analysis of Shear-Critical Reinforced Concrete Beams

58. Size Effects in Short Beams Loaded in Shear

59. Strains in Beams having Diagonal Cracks

60. Shear Ductility of Reinforced Concrete Beams of Normal and High-Strength Concrete

61. Shear Characteristics of High-Strength Concrete Deep Beams without Shear Reinforcements10.1016/S0141-0296(03)00110-X ↗

62. Minimum Shear Reinforcement in Normal, Medium, and High-Strength Concrete Beams

63. Yoshida, Y., “Shear Reinforcement for large Lightly Reinforced Concrete Members,” master’s thesis, University of Toronto, Toronto, ON, Canada, 2000, 162 pp.

64. Size Effect in RC Deep Beams: Experimental Investigation and STM Verification10.1016/j.engstruct.2007.10.005 ↗

65. Confinement of Deep Beam Nodal Regions

66. Distribution of Stirrups across Web of Deep Beams

67. Minimum Web Reinforcement in Deep Beams

68. Depth Effect in Deep Beams

69. Birrcher, D. B.; Tuchscherer, R. G.; Huizinga, M. R.; Bayrak, O.; Wood, S. L.; and Jirsa, J. O., “Strength and Serviceability Design of Reinforced Concrete Deep Beams,”ReportNo. 0-5253-1, Center for Transportation Research, University of Texas at Austin, Austin, TX, Apr. 2009, 376 pp.10.1061/41031(341)175 ↗

70. MacGregor, J. D., “Part 2: Derivation of Strut-and-Tie Models for the 2002 ACI Code,”Examples for the Design of Structural Concrete with Strut and Tie ModelsSP-208, American Concrete Institute, Farmington Hills, MI, Aug. 2008, pp. 8-40.

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73. Larson, N.; Gómez, E.; Garber, D.; Bayrak, O.; and Ghannoum, W., “Strength and Serviceability Design of Reinforced Concrete Inverted-T Beams,”ReportNo. 6416-1, Center for Transportation Research, University of Texas at Austin, Austin, TX, June 2013, 234 pp.

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75. The Modified Compression Field Theory for Reinforced Concrete Element Subjected to Shear

76. Bergmeister, K.; Breen, J. E.; Jirsa, J. O.; and Kreger, M. E., “Detailing for Structural Concrete,”ReportNo. 1127-3F, Center for Transportation Research, University of Texas at Austin, Austin, TX, May 1993, 300 pp.

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78. Evaluation of Modified Truss-Model Approach for Beams in Shear