journal article·2025-09-01

Proposed ACI 318 Equations for Immediate Deflection of Prestressed Concrete Members

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ACI Structural Journal· Volume 122· Issue 6
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OpenAlex topics: Structural Behavior of Reinforced Concrete

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References (17)

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8. Bischoff, P. H., and Gross, S. P., 2011, “Equivalent Moment of Inertia Based on Integration of Curvature,” Journal of Composites for Construction, V. 15, No. 3, June, pp. 263-273. doi: 10.1061/(ASCE)CC.1943-5614.000016410.1061/(ASCE)CC.1943-5614.0000164 ↗
9. Bischoff, P. H.; Naito, C. J.; and Ingaglio, J. P., 2018, “Immediate Deflection of Partially Prestressed Concrete Flexural Members,” ACI Structural Journal, V. 115, No. 6, Nov., pp. 1683-1693. doi: 10.14359/5170238110.14359/51702381 ↗
10. Branson, D. E., 1965, “Instantaneous and Time-Dependent Deflections of Simple and Continuous Reinforced Concrete Beams,” HPR Report No. 7, Part 1, Alabama Highway Department, Montgomery, AL, 87 pp.
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12. Nasreddine, W.; Obeidah, A.; Bischoff, P. H.; and Nassif, H., 2023, “Assessment of Deflection Prediction Models for Cracked Prestressed Concrete Beams,” ACI Structural Journal, V. 120, No. 6, Nov., pp. 167-179. doi: 10.14359/5173909410.14359/51739094 ↗
13. Nasreddine, W.; Obeidah, A.; Bischoff, P. H.; and Nassif, H., 2025, “Immediate Deflection of Cracked Prestressed Concrete Beams Based on Integration of Curvature,” ACI Structural Journal, V. 122, No. 1, Jan., pp. 199-212. doi: 10.14359/51742153.10.14359/51742153 ↗
14. Nilson, A. H., 1976, “Flexural Stresses After Cracking in Partially Prestressed Beams,” PCI Journal, V. 21, No. 4, July-Aug., pp. 72-81. doi: 10.15554/pcij.07011976.72.8110.15554/pcij.07011976.72.81 ↗
15. PCI, 2017, “PCI Design Handbook: Precast and Prestressed Concrete (MNL-120-17),” eighth edition, Precast/Prestressed Concrete Institute, Chicago, IL.
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17. Tadros, M. K.; Ghali, A.; and Meyer, A. W., 1985, “Prestressed Loss and Deflection of Precast Concrete Members,” PCI Journal, V. 30, No. 1, Jan.-Feb., pp. 114-141. doi: 10.15554/pcij.01011985.114.14110.15554/pcij.01011985.114.141 ↗