Elongation Tolerance for Short Tendons in Post-Tensioned Building Structures
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OpenAlex topics: Structural Engineering and Vibration Analysis · Structural Behavior of Reinforced Concrete · Civil and Structural Engineering Research
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References (13)
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1. Aalami, B., 1994, “Unbonded and Bonded Post-Tensioning Systems in Building Construction: A Design and Performance Review,” PTI Technical Notes No. 5, Post-Tensioning Institute, Farmington Hills, MI, Sept., 10 pp.
2. 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.
3. ASTM A416/A416M-12a, 2012, “Standard Specification for Steel Strand, Uncoated Seven-Wire for Prestressed Concrete,” ASTM International, West Conshohocken, PA, 5 pp.
4. Bondy, K., 2012, “Short Tendon Elongations,” PTI Technical Notes No. 16, Post-Tensioning Institute, Farmington Hills, MI, Feb., 4 pp.
5. BS 5896:2012, 2012, “High Tensile Steel Wire and Strand for the Prestressing of Concrete. Specification,” British Standards Institution, London, UK, 30 pp.
6. BS EN 13670:2009, 2009, “Execution of Concrete Structures,” British Standards Institution, London, UK, 66 pp.
7. Dolan, C. W., and Krohn, J. J., 2007, “A Case for Increasing the Allowable Compressive Release Stress for Prestressed Concrete,” PCI Journal, V. 52, No. 1, Jan.-Feb., pp. 102-105.10.15554/pcij.01012007.102.105 ↗
8. Hale, W. M., and Russell, B. W., 2006, “Effect of Allowable Compressive Stress at Release on Prestress Losses and on the Performance of Precast, Prestressed Concrete Bridge Girders,” PCI Journal, V. 51, No. 2, Mar.-Apr., pp. 14-25.10.15554/pcij.03012006.14.25 ↗
9. Joint ACI-ASCE Committee 423, 2016, “Guide to Estimating Prestress Losses (ACI 423.10R-16),” American Concrete Institute, Farmington Hills, MI, 64 pp.
10. PCI Committee on Prestress Losses, 1975, “Recommendations for Estimating Prestress Losses,” PCI Journal, V. 20, No. 4, July-Aug., pp. 43-75.10.15554/pcij20.4-04 ↗
11. PTI Committee M10, 2000, “Field Procedures Manual for Unbonded Single Strand Tendons (PTI M10.3),” Post-Tensioning Institute, Farmington Hills, MI, 72 pp.
12. 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 ↗
13. Zia, P.; Preston, H. K.; Scott, N. L.; and Workman, E. B., 1979, “Estimating Prestress Losses,” Concrete International, V. 1, No. 6, June, pp. 32-38.