Ultimate Stress of Large-Diameter Strands in Simple Unbonded Post-Tensioned Beams
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 · Structural Load-Bearing Analysis · Structural Engineering and Vibration Analysis
SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.
References (26)
Show source-provided references
1. Allouche, E. N.; Campbell, T. I.; Green, M. F.; and Soudki, K. A., 1999, “Tendon Stress in Continuous Unbonded Prestressed Concrete Members–Part 2: Parametric Study,” PCI Journal, V. 44, No. 1, pp. 60-73. doi: 10.15554/pcij.01011999.60.7310.15554/pcij.01011999.60.73 ↗
2. American Association of State Highway and Transportation Officials, 2010, “LRFD Bridge Design Specifications,” AASHTO, Washington, DC, 1622 pp.
3. ACI Committee 318, 2014, “Building Code Requirements for Structural Concrete (ACI 318-14) and Commentary (ACI 318R-14),” American Concrete Institute, Farmington Hills, MI, 519 pp.
4. Campbell, T. I., and Chouinard, K. L., 1991, “Influence of Nonprestressed Reinforcement on the Strength of Unbonded Partially Prestressed Concrete Members,” ACI Structural Journal, V. 88, No. 5, Sept.-Oct. pp. 546-551.10.14359/3141 ↗
5. Chakrabarti, P. R., 1995, “Ultimate Stress for Unbonded Post-Tensioning Tendons in Partially Prestressed Beams,” ACI Structural Journal, V. 92, No. 6, Nov.-Dec., pp. 689-697.10.14359/9663 ↗
6. Chakrabarti, P. R.; Whang, T. P.; Brown, W.; Arsad, K. M.; and Amezeua, E., 1994, “Unbonded Post-Tensioning Tendons and Partially Prestressed Beams,” ACI Structural Journal, V. 91, No. 5, Sept.-Oct., pp. 616-625.10.14359/4183 ↗
7. Chen, X., and Zhao, G., 1993, “Investigation and Reliability Analysis of Ultimate Strength of Unbonded Partially Prestressed Concrete Beams,” Journal of Dalian University of Technology, V. 33, No. 5, pp. 548-552. (in Chinese)
8. Guiglia, M.; Taliano, M.; and Debernardi, P. G., 2013, “Calculation of the Ultimate Stress of Unbonded Tendons in Prestressed Concrete Members Considering the Rotation Capacity,” Magazine of Concrete Research, V. 65, No. 1, pp. 14-26. doi: 10.1680/macr.11.0019710.1680/macr.11.00197 ↗
9. Harajli, M. H., 1990, “Effect of Span-Depth Ratio on the Ultimate Steel Stress in Unbonded Prestressed Concrete Members,” ACI Structural Journal, V. 87, No. 3, May-June, pp. 305-312.10.14359/2631 ↗
10. Harajli, M. H., and Kanj, M. Y., 1991, “Ultimate Flexural Strength of Concrete Members Prestressed with Unbonded Tendons,” ACI Structural Journal, V. 88, No. 6, Nov.-Dec., pp. 663-673.10.14359/1258 ↗
11. Harajli, M. H., and Kanj, M. Y., 1992, “Service Load Behavior of Concrete Members Prestressed with Unbonded Tendons,” Journal of Structural Engineering, ASCE, V. 118, No. 9, pp. 2569-2589. doi: 10.1061/(ASCE)0733-9445(1992)118:9(2569)10.1061/(ASCE)0733-9445(1992)118:9(2569) ↗
12. Kim, K. S., and Lee, D. H., 2012, “Nonlinear Analysis Method for Continuous Post-Tensioned Concrete Members with Unbonded Tendons,” Engineering Structures, V. 40, pp. 487-500. doi: 10.1016/j.engstruct.2012.03.02110.1016/j.engstruct.2012.03.021 ↗
13. Lee, C.; Shin, S.; and Lee, S., 2015, “Modelling of Load-Deflection of Concrete Beams Internally Prestressed with Unbonded CFRP Tendons,” Magazine of Concrete Research, V. 67, No. 13, pp. 730-746. doi: 10.1680/macr.14.0036710.1680/macr.14.00367 ↗
14. Lee, D. H., and Kim, K. S., 2011, “Flexural Strength of Prestressed Concrete Members with Unbonded Tendons,” Structural Engineering and Mechanics, V. 38, No. 5, pp. 675-696. doi: 10.12989/sem.2011.38.5.67510.12989/sem.2011.38.5.675 ↗
15. Maguire, M.; Collins, W. N.; Halbe, K. R.; and Roberts-Wollmann, L., 2016, “Multi-Span Members with Unbonded Tendons: Ultimate Strength Behavior,” ACI Structural Journal, V. 113, No. 2, Mar.-Apr., pp. 195-204.10.14359/51688192 ↗
16. Mattock, A. H.; Yamazaki, J.; and Kattula, B., 1971, “Comparative Study of Prestressed Concrete Beams, with and without Bond,” ACI Journal Proceedings, V. 68, No. 2, Mar.-Apr., pp. 116-125.10.14359/11298 ↗
17. Moon, J. H., and Burns, N. H., 1997, “Flexural Behavior of Member with Unbonded Tendons. I: Theory,” Journal of Structural Engineering, ASCE, V. 123, No. 8, pp. 1087-1094. doi: 10.1061/(ASCE)0733-9445(1997)123:8(1087)10.1061/(ASCE)0733-9445(1997)123:8(1087) ↗
18. Naaman, A. E., and Alkhairi, F. M., 1991, “Stress at Ultimate in Unbonded Post-Tensioning Tendons: Part 2—Proposed Methodology,” ACI Structural Journal, V. 88, No. 6, Nov.-Dec., pp. 683-692.10.14359/1288 ↗
19. Naaman, A. E.; Burns, N. H.; French, C.; Gamble, W. L.; and Mattock, A. H., 2002, “Stresses in Unbonded Prestressing Tendons at Ultimate: Recommendation,” ACI Structural Journal, V. 99, No. 4, July-Aug., pp. 518-529.10.14359/12121 ↗
20. Tao, X., and Du, G., 1985, “Ultimate Stress of Unbonded Tendons in Partially Prestressed Concrete Beams,” PCI Journal, V. 30, No. 6, pp. 72-91. doi: 10.15554/pcij.11011985.72.9110.15554/pcij.11011985.72.91 ↗
21. Vu, N. A.; Castel, A.; and François, R., 2010, “Response of Post-Tensioned Concrete Beams with Unbonded Tendons Including Serviceability and Ultimate State,” Engineering Structures, V. 32, No. 2, pp. 556-569. doi: 10.1016/j.engstruct.2009.11.00110.1016/j.engstruct.2009.11.001 ↗
22. Wang, Y.; Du, G.; and Liu, Y., 1991, “Ultimate Stress in Unbonded Tendons of Partially prestressed Concrete Beams Under Mid-Span Loading,” Journal of Building Structures, V. 6, No. 6, pp. 2-13. (in Chinese)
23. Warwaruk, J.; Sozen, M. A.; and Siess, C. P., 1962, “Investigation of Prestressed Reinforced Concrete for Highway Bridge, Part III: Strength and Behavior in Flexure of Prestressed Concrete Beams,” Bulletin No. 464, University of Illinois Engineering Experiment Station, University of Illinois, Urbana, IL.
24. Wen, M.; Zhao, G.; and Chen, X., 1991, “Study on the Ultimate Flexural Strength of Unbonded Partially Prestressed Concrete Beams,” China Journal of Highway and Transport, V. 4, No. 2, pp. 50-56. (in Chinese)
25. Yang, K. H., and Kang, T. H. K., 2011, “Equivalent Strain Distribution Factor for Unbonded Tendon Stress at Ultimate,” ACI Structural Journal, V. 108, No. 2, Mar.-Apr., pp. 217-226.10.14359/51664257 ↗
26. Zhou, W., and Zheng, W., 2014, “Unbonded Tendon Stresses in Continuous Post-Tensioned Beams,” ACI Structural Journal, V. 111, No. 3, May-June, pp. 525-536. doi: 10.14359/5168656910.14359/51686569 ↗