journal article·2021-09-01

Response of Prestressed Concrete Beams Subjected to Shear and Torsion

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ACI Structural Journal· Volume 118· Issue 5
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OpenAlex topics: Structural Behavior of Reinforced Concrete · Structural Load-Bearing Analysis · Structural Engineering and Vibration Analysis

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References (13)

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2. ACI Committee 318, “Building Code Requirements for Structural Concrete (ACI 318-19) and Commentary (ACI 318R-19),” American Concrete Institute, Farmington Hills, MI, 2019, 623 pp.
3. CSA A23.3:19, “Design of Concrete Structures,” Canadian Standards Association, Mississauga, ON, Canada, 2019, 295 pp.
4. Collins, M. P., and Lampert, P., “Redistribution of Moments at Cracking-the Key to Simpler Torsion Design,” Analysis of Structural Systems for Torsion, SP-35, American Concrete Institute, Farmington Hills, MI, Jan. 1973, pp. 343-383.
5. MacGregor, J. G., and Ghoneim, M. G., “Design for Torsion,” ACI Structural Journal, V. 92, No. 2, Mar.-Apr. 1995, pp. 211-218.10.14359/1152 ↗
6. Bentz, E. C., and Collins, M. P., “Development of the 2004 Canadian Standards Association (CSA) A23.3 Shear Provisions for Reinforced Concrete,” Canadian Journal of Civil Engineering, V. 33, No. 5, 2006, pp. 521-534. doi: 10.1139/l06-00510.1139/l06-005 ↗
7. Bentz, E. C.; Vecchio, F. J.; and Collins, M. P., “Simplified Modified Compression Field Theory for Calculating Shear Strength of Reinforced Concrete Elements,” ACI Structural Journal, V. 103, No. 4, July-Aug. 2006, pp. 614-624.10.14359/16438 ↗
8. Kuan, A.; Bruun, E. P. G.; Bentz, E. C.; and Collins, M. P., “Alternative Design Procedures for Torsion in ACI 318-19: A Comparative Study,” Examples for the Design of Reinforced and Prestressed Concrete Members Under Torsion, SP-344, American Concrete Institute, Farmington Hills, MI, Oct. 2020, pp. 64-91.
9. Kuan, A.; Bentz, E. C.; and Collins, M. P., “Calculation of Longitudinal Strain Parameter Used in CSA A23.3:19 Torsion Provisions for Reinforced Concrete Members,” Proceedings, Canadian Society for Civil Engineering 2021 Annual Conference (CSCE 2021), Canada (Virtual Conference), May 2021, 10 pp.10.1007/978-981-19-0656-5_26 ↗
10. Rahal, K. N., “Torsional Strength of Normal and High Strength Reinforced Concrete Beams,” Engineering Structures, V. 56, Nov. 2013, pp. 2206-2216. doi: 10.1016/j.engstruct.2013.09.00510.1016/j.engstruct.2013.09.005 ↗
11. Sherwood, E. G.; Bentz, E. C.; and Collins, M. P., “Effect of Aggregate Size on Beam-Shear Strength of Thick Slabs,” ACI Structural Journal, V. 104, No. 2, Mar.-Apr. 2007, pp. 180-190.10.14359/18530 ↗
12. Chiu, H. J.; Fang, I. K.; Young, W. T.; and Shiau, J. K., “Behavior of Reinforced Concrete Beams with Minimum Torsional Reinforcement,” Engineering Structures, V. 29, No. 9, 2007, pp. 2193-2205. doi: 10.1016/j.engstruct.2006.11.00410.1016/j.engstruct.2006.11.004 ↗
13. Joh, C.; Kwakh, I.; Lee, J.; Yang, I. H.; and Kim, B. S., “Torsional Behavior of High-Strength Concrete Beams with Minimum Reinforcement Ratio,” Advances in Civil Engineering, V. 2019, Jan. 2019, 11 pp.10.1155/2019/1432697 ↗