Torsional Strength of Reinforced Concrete Members Failing by Crushing
Source abstract
Abstract
First Name is required invalid characters Last Name is required invalid characters Email Address is required Invalid Email Address Invalid Email Address
Only a short abstract or summary was supplied by the source.
Source: openalex_inverted_index · Quality: short
Research context
OpenAlex topics: Structural Behavior of Reinforced Concrete · Innovative concrete reinforcement materials · Structural Load-Bearing Analysis
SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.
References (34)
Show source-provided references
1. 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.
2. CSA A23.3:19, “Design of Concrete Structures,” CSA Group, Toronto, ON, Canada, 2019, 295 pp.
3. Bentz, E. C.; Vecchio, F. J.; and Collins, M. P., “The Simplified MCFT for Calculating the Shear Strength of Reinforced Concrete Elements,” ACI Structural Journal, V. 103, No. 4, July-Aug. 2006, pp. 614-624.10.14359/16438 ↗
4. 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 ↗
5. Proestos, G. T.; Bentz, E. C.; and Collins, M. P., “Maximum Shear Capacity of Reinforced Concrete Members,” ACI Structural Journal, V. 115, No. 5, Sept. 2018, pp. 1463-1474. doi: 10.14359/5170225210.14359/51702252 ↗
6. Rahal, K. N., “Torsional Strength of Normal and High Strength Reinforced Concrete Beams,” Engineering Structures, V. 56, 2013, pp. 2206-2216. doi: 10.1016/j.engstruct.2013.09.00510.1016/j.engstruct.2013.09.005 ↗
7. Bernardo, L. F. A., and Lopes, S. M. R., “Torsion in High-Strength Concrete Hollow Beams: Strength and Ductility Analysis,” ACI Structural Journal, V. 106, No. 1, Jan.-Feb. 2009, pp. 39-48.10.14359/56282 ↗
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, 2020, pp. 64-91.
9. Zia, P., and McGee, D. W., “Torsion Design of Prestressed Concrete,” PCI Journal, V. 19, No. 2, 1974, pp. 46-65. doi: 10.15554/pcij.03011974.46.6510.15554/pcij.03011974.46.65 ↗
10. Zia, P., and Hsu, T. T. C., “Design for Torsion and Shear in Prestressed Concrete Flexural Members,” PCI Journal, V. 49, No. 3, 2004, pp. 34-42. doi: 10.15554/pcij.05012004.34.4210.15554/pcij.05012004.34.42 ↗
11. Rahal, K. N., “A Unified Approach to Shear and Torsion in Reinforced Concrete,” Structural Engineering and Mechanics, V. 77, No. 5, 2021, pp. 691-703.
12. Mitchell, D., and Collins, M. P., “Diagonal Compression Field Theory - A Rational Model for Structural Concrete in Pure Torsion,” ACI Journal Proceedings, V. 71, No. 8, Aug. 1974, pp. 396-408.10.14359/7103 ↗
13. Hsu, T. T. C., “Softened Truss Model Theory for Shear and Torsion,” ACI Structural Journal, V. 85, No. 6, Nov.-Dec. 1988, pp. 624-635.10.14359/2740 ↗
14. Mitchell, D., “The Behaviour of Structural Concrete Beams in Pure Torsion,” PhD thesis, Department of Civil Engineering, University of Toronto, Toronto, ON, Canada, 1974, 140 pp.
15. Collins, M. P., “The Torque-Twist Characteristics of Reinforced Concrete Beams,” SM Study No. 8, Inelasticity and Non-Linearity in Structural Concrete, University of Waterloo Press, Waterloo, ON, Canada, 1972, pp. 211-232.
16. Popovics, S., “A Numerical Approach to the Complete Stress-Strain Curve of Concrete,” Cement and Concrete Research, V. 3, No. 5, 1973, pp. 583-599. doi: 10.1016/0008-8846(73)90096-310.1016/0008-8846(73)90096-3 ↗
17. Thorenfeldt, E.; Tomaszewics, A.; and Jensen, J. J., “Mechanical Properties of High-Strength Concrete and Application in Design,” Proceedings of the Symposium Utilization of High Strength Concrete, Tapir, Trondheim, Norway, 1987, pp. 149-159.
18. Collins, M. P., and Porasz, A., “Shear Design for High Strength Concrete,” CEB Bulletin d’Information, V. 193, Dec, 1989, pp. 77-83.
19. Collins, M. P., and Mitchell, D., Prestressed Concrete Structures, Prentice Hall, Englewood Cliffs, NJ, 1991, 766 pp.
20. Vecchio, F. J., and Collins, M. P., “The Modified Compression Field Theory for Reinforced Concrete Elements Subjected to Shear,” ACI Journal Proceedings, V. 83, No. 2, Mar.-Apr. 1986, pp. 219-231.10.14359/10416 ↗
21. Wight, J. K., and MacGregor, J. G., Reinforced Concrete: Mechanics and Design, sixth edition, Pearson Education, Upper Saddle River, NJ, 2012, 1157 pp.
22. Koutchoukali, N. E., and Belarbi, A., “Torsion of High-Strength Reinforced Concrete Beams and Minimum Reinforcement Requirement,” ACI Structural Journal, V. 98, No. 4, July-Aug. 2001, pp. 462-469.10.14359/10289 ↗
23. Koutchoukali, N. E., “Non-Linear Behavior of Reinforced Concrete Beams Subjected to Pure Torsion,” PhD thesis, Department of Civil, Architectural and Environmental Engineering, University of Missouri-Rolla, Rolla, MO, 1998, 138 pp.
24. Kim, C.; Kim, S.; Kim, K.-H.; Shin, D.; Haroon, M.; and Lee, J.-Y., “Torsion Behaviour of Reinforced Concrete Beams with High-Strength Steel Bars,” ACI Structural Journal, V. 116, No. 6, Nov. 2019, pp. 251-263.10.14359/51718014 ↗
25. Lee, J.-Y.; Kim, K.-H.; Lee, S.-H.; Kim, C.; and Kim, M.-H., “Maximum Torsional Reinforcement of Reinforced Concrete Beams Subjected to Pure Torsion,” ACI Structural Journal, V. 115, No. 3, May 2018, pp. 749-760. doi: 10.14359/5170110810.14359/51701108 ↗
26. Yoon, S.-K.; Lee, S.-C.; Lee, D.-H.; and Lee, J.-Y., “Failure Modes of RC Beams with High Strength Reinforcement,” Journal of the Korea Concrete Institute, V. 26, No. 2, 2014, pp. 143-150. doi: 10.4334/JKCI.2014.26.2.14310.4334/JKCI.2014.26.2.143 ↗
27. Fang, I. K., and Shiau, J. K., “Torsional Behaviour of Normal- and High-Strength Concrete Beams,” ACI Structural Journal, V. 101, No. 3, May-June 2004, pp. 304-313.10.14359/13090 ↗
28. Hsu, T. T. C., “Torsion of Structural Concrete - Behavior of Reinforced Concrete Rectangular Members,” Torsion of Structural Concrete, SP-18, American Concrete Institute, Farmington Hills, MI, 1968, pp. 261-306.
29. Rasmussen, L. J., and Baker, G., “Torsion in Reinforced Normal and High-Strength Concrete Beams – Part 1: Experimental Test Series,” ACI Structural Journal, V. 92, No. 1, Jan.-Feb. 1995, pp. 56-62.10.14359/1476 ↗
30. Peng, X. N., and Wong, Y. L., “Behavior of Reinforced Concrete Walls Subjected to Monotonic Pure Torsion – An Experimental Study,” Engineering Structures, V. 33, No. 9, 2011, pp. 2495-2508. doi: 10.1016/j.engstruct.2011.04.02210.1016/j.engstruct.2011.04.022 ↗
31. MacGregor, J. G., “Safety and Limit States Design for Reinforced Concrete,” Canadian Journal of Civil Engineering, V. 3, No. 4, 1976, pp. 484-513. doi: 10.1139/l76-05510.1139/l76-055 ↗
32. Proestos, G. T.; Bae, G.-M.; Cho, J.-Y.; Bentz, E. C.; and Collins, M. P., “Influence of High-Strength Bars on Shear Responses of Containment Walls,” ACI Structural Journal, V. 113, No. 5, Sept. 2016, pp. 917-927. doi: 10.14359/5168875010.14359/51688750 ↗
33. Mitchell, D., and Collins, M. P., “Influence of Prestressing on Torsional Response of Concrete Beams,” Journal - Prestressed Concrete Institute, V. 23, No. 3, 1978, pp. 54-73. doi: 10.15554/pcij.05011978.54.7310.15554/pcij.05011978.54.73 ↗
34. Lampert, P., and Thürlimann, B., “Torsionsversuche an Stahlbetonbalken,” Bericht Nr. 6506-2, Institut fur Baustatik, ETH Zurich, Germany, Jan. 1968.10.1007/978-3-0348-6908-9_1 ↗