Analytical Evaluation of Deep Beams with High-Strength Headed Shear Reinforcement, Part II
Source abstract
Abstract
The American Concrete Institute (ACI) is a leading authority and resource worldwide for the development and distribution of consensus-based standards, technical resources, educational programs, certification programs, and proven expertise for individuals and organizations involved in concrete design, construction, and materials, who share a commitment to pursuing the best use of concrete.
Source: openalex_inverted_index · Quality: baseline
Research context
OpenAlex topics: Structural Behavior of Reinforced Concrete · Structural Load-Bearing Analysis · Seismic Performance and Analysis
SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.
References (23)
Show source-provided references
1. ACI Committee 318, “Building Code Requirements for Structural Concrete (ACI 318-19) and Commentary (ACI 318R-19) (Reapproved 2022),” American Concrete Institute, Farmington Hills, MI, 2019, 624 pp.
2. AASHTO, “AASHTO LRFD Bridge Design Specifications and Commentary,” ninth edition, American Association of State Highway Transportation Officials, Washington, DC, 2020, 1912 pp.
3. Proestos, G.; Bae, G.; Cho, J.; and Bentz, E., “Influence of High-Strength Bars on Shear Response of Containment Walls,” ACI Structural Journal, V. 113, No. 5, Sept.-Oct. 2016, pp. 917-927. doi: 10.14359/5168875010.14359/51688750 ↗
4. Munikrishna, A.; Hosny, A.; Rizkalla, S.; and Zia, P., “Behavior of Concrete Beams Reinforced with ASTM A1035 Grade 100 Stirrups under Shear,” ACI Structural Journal, V. 108, No. 1, Jan.-Feb. 2011, pp. 34-41.10.14359/51664200 ↗
5. Lee, J.; Choi, I.; and Kim, S., “Shear Behavior of Reinforced Concrete Beams with High-Strength Stirrups,” ACI Structural Journal, V. 108, No. 5, Sept.-Oct. 2011, pp. 620-629.10.14359/51683219 ↗
6. Yoshida, Y., “Shear Reinforcement for Large Lightly Reinforced Concrete Members,” MASc thesis, Department of Civil Engineering, University of Toronto, Toronto, ON, Canada, 2000, 160 pp.
7. Lequesne, R. D.; O’Reilly, M.; Darwin, D.; Lepage, A.; Al-Sabawy, A.; Guillen, E.; and Spradling, D., “Use of Headed Bars as Shear Reinforcement,” The University of Kansas Center for Research, Inc., Lawrence, KS, 2018, 256 pp.
8. Forest, S. B., “Anchorage of Single Leg Stirrups in Reinforced Concrete Slabs and Walls,” MASc thesis, Department of Civil Engineering, University of Toronto, Toronto, ON, Canada, 2019, 253 pp.
9. Yang, Y.; Varma, A. H.; Kreger, M. E.; Wang, Y.; and Zhang, K., “Shear Strength of Reinforced Concrete Beams with T-Headed Bars for Safety Related Nuclear Structures,” Engineering Structures, V. 230, 2021, p. 111705. doi: 10.1016/j.engstruct.2020.11170510.1016/j.engstruct.2020.111705 ↗
10. CSA A23.3-19, “Design of Concrete Structures,” CSA Group, Toronto, ON, Canada, 2019, 301 pp.
11. Palipana, D. K., “Assessment of Shear Transfer Mechanisms in reinforced Concrete Deep Beams from Experiments with Full Field-of-View Displacement Field Data,” PhD thesis, North Carolina State University, Raleigh, NC, 2023. 440 pp.
12. Mihaylov, B. I.; Bentz, E. C.; and Collins, M. P., “Two-Parameter Kinematic Theory for Shear Behavior of Deep Beams,” ACI Structural Journal, V. 110, No. 3, May-June 2013, pp. 447-456.10.14359/51685602 ↗
13. Trandafir, A. N.; Palipana, D. K.; Proestos, G. T.; and Mihaylov, B. I., “Framework for Crack-Based Assessment of Existing Lightly Reinforced Concrete Deep Beams,” ACI Structural Journal, V. 119, No. 1, Jan. 2022, pp. 255-266.10.14359/51733143 ↗
14. Palipana, D. K.; Trandafir, A. N.; Mihaylov, B. I.; and Proestos, G. T., “Framework for Quantification of Shear Transfer Mechanisms from Deep Beam Experiments,” ACI Structural Journal, V. 119, No. 3, May 2022, pp. 53-65.10.14359/51734485 ↗
15. ASTM A370-21, “Standard Test Methods and Definitions for Mechanical Testing of Steel Products,” ASTM International, West Conshohocken, PA, 50 pp.
16. Proestos, G. T.; Palipana, D. K.; and Mihaylov, B. I., “Evaluating the Shear Resistance of Deep Beams Loaded or Supported by Wide Elements,” Engineering Structures, V. 226, 2021, p. 111368. doi: 10.1016/j.engstruct.2020.11136810.1016/j.engstruct.2020.111368 ↗
17. Palipana, D. K., and Proestos, G. T., “Large-Scale Shear Critical Reinforced Concrete Deep Beam Experiments Monitored with Full Field of View Digital Image Correlation Equipment,” 26th International Conference on Structural Mechanics in Reactor Technology (SMiRT-26), Berlin/Potsdam, Germany, 2022.
18. Vecchio, F. J., and Collins, M. P., “The Modified Compression-Field Theory for Reinforced Concrete Elements Subjected to Shear,” ACI Structural Journal, V. 83, No. 2, Mar.-Apr. 1986, pp. 219-231.10.14359/10416 ↗
19. Vecchio, F. J., “Disturbed Stress Field Model for Reinforced Concrete: Implementation,” Journal of Structural Engineering, ASCE, V. 127, No. 1, 2001, pp. 12-20. doi: 10.1061/(ASCE)0733-9445(2001)127:1(12)10.1061/(ASCE)0733-9445(2001)127:1(12) ↗
20. Wong, P. S.; Vecchio, F. J.; and Trommels, H., “VecTor2 & FormWorks User’s Manual,” second edition, Toronto, ON, Canada, 2013.
21. Collins, M. P., and Mitchell, D., Prestressed Concrete Structures, Response Publication, Canada, 1997, 766 pp.
22. Joint ACI-ASCE Committee 445, “Strut-and-Tie Method Guidelines for ACI 318-19—Guide (ACI PRC-445-21),” American Concrete Institute, Farmington Hills, MI, 2021, 88 pp.
23. Li, Y.; Chen, H.; Yi, W.; Peng, F.; Li, Z.; and Zhou, Y., “Effect of Member Depth and Concrete Strength on Shear Strength of RC Deep Beams without Transverse Reinforcement,” Engineering Structures, V. 241, 2021, p. 112427. doi: 10.1016/j.engstruct.2021.11242710.1016/j.engstruct.2021.112427 ↗