Immediate Deflection of Cracked Prestressed Concrete Beams Based on Integration of Curvature
Bibliographic record
Abstract
No abstract is available for this record. The assistant can identify its topic from the title, but cannot infer the study’s results.
Source: Not provided · Quality: missing
Research context
OpenAlex topics: Structural Behavior of Reinforced Concrete
SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.
References (32)
Show source-provided references
1. Abdelrahman, A. A., and Rizkalla, S. H., 1999, “Deflection Control of Concrete Beams Pretensioned by CFRP Reinforcements,” Journal of Composites for Construction, ASCE, V. 3, No. 2, May, pp. 55-62. doi: 10.1061/(ASCE)1090-0268(1999)3:2(55)10.1061/(ASCE)1090-0268(1999)3:2(55) ↗
2. ACI Committee 318, 1971, “Building Code Requirements for Reinforced Concrete (ACI 318-71),” American Concrete Institute, Farmington Hills, MI, 78 pp.
3. ACI Committee 318, 2019, “Building Code Requirements for Structural Concrete (ACI 318-19) and Commentary (ACI 318-19R) (Reapproved 2022),” American Concrete Institute, Farmington Hills, MI, 624 pp.
4. ACI Committee 435, 2000, “Control of Deflection in Concrete Structures (ACI 435R-95) (Reapproved 2000),” American Concrete Institute, Farmington Hills, MI, 77 pp.
5. Alameh, A. S., and Harajli, M. H., 1989, “Deflection of Progressively Cracking Partially Prestressed Concrete Flexural Members,” PCI Journal, V. 34, No. 3, May-June, pp. 94-128. doi: 10.15554/pcij.05011989.94.12810.15554/pcij.05011989.94.128 ↗
6. Bischoff, P. H., 2005, “Reevaluation of Deflection Prediction for Concrete Beams Reinforced with Steel and Fiber Reinforced Polymer Bars,” Journal of Structural Engineering, ASCE, V. 131, No. 5, May, pp. 752-767. doi: 10.1061/(ASCE)0733-9445(2005)131:5(752)10.1061/(ASCE)0733-9445(2005)131:5(752) ↗
7. Bischoff, P. H., 2008, “Discussion of “Tension Stiffening in Lightly Reinforced Concrete Slabs” by R. I. Gilbert,” Journal of Structural Engineering, ASCE, V. 134, No. 7, July, pp. 1259-1260. doi: 10.1061/(ASCE)0733-9445(2008)134:7(1259)10.1061/(ASCE)0733-9445(2008)134:7(1259) ↗
8. Bischoff, P. H., 2019, “Discussion of “Deflection of FRP Prestressed Concrete Beams” by S. Pirayeh Gar, J. B. Mander, and S. Hurlebaus,” Journal of Composites for Construction, ASCE, V. 23, No. 2, Apr., p. 07019001. doi: 10.1061/(ASCE)CC.1943-5614.000093410.1061/(ASCE)CC.1943-5614.0000934 ↗
9. Bischoff, P. H., 2020, “Comparison of Existing Approaches for Computing Deflection of Reinforced Concrete,” ACI Structural Journal, V. 117, No. 1, Jan., pp. 231-240. doi: 10.14359/5171807210.14359/51718072 ↗
10. Bischoff, P. H., 2022, “Deformation Model for Reinforced and Cracked Prestressed Concrete,” ACI Structural Journal, V. 119, No. 1, Jan., pp. 243-254. doi: 10.14359/5173313810.14359/51733138 ↗
11. Bischoff, P. H., and Gross, S. P., 2011, “Equivalent Moment of Inertia Based on Integration of Curvature,” Journal of Composites for Construction, ASCE, V. 15, No. 3, June, pp. 263-273. doi: 10.1061/(ASCE)CC.1943-5614.000016410.1061/(ASCE)CC.1943-5614.0000164 ↗
12. 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 ↗
13. Bischoff, P. H., and Scanlon, A., 2007, “Effective Moment of Inertia for Calculating Deflections of Concrete Members Containing Steel Reinforcement and Fiber-Reinforced Polymer Reinforcement,” ACI Structural Journal, V. 104, No. 1, Jan.-Feb., pp. 68-75. doi: 10.14359/1843410.14359/18434 ↗
14. 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, Bureau of Public Roads, Montgomery, AL, 78 pp.
15. Branson, D. E., 1977, Deformation of Concrete Structures, McGraw-Hill, New York, NY, 546 pp.
16. Branson, D. E., and Kripanarayanan, K. M., 1971, “Loss of Prestress, Camber and Deflection of Non-Composite and Composite Prestressed Concrete Structures,” PCI Journal, V. 16, No. 5, Sept.-Oct., pp. 22-52. doi: 10.15554/pcij.09011971.22.5210.15554/pcij.09011971.22.52 ↗
17. Branson, D. E., and Trost, H., 1982a, “Unified Procedures for Predicting the Deflection and Centroidal Axis Location of Partially Cracked Non-Prestressed and Prestressed Concrete Members,” ACI Journal Proceedings, V. 79, No. 2, Mar.-Apr., pp. 119-130. doi: 10.14359/1088710.14359/10887 ↗
18. Branson, D. E., and Trost, H., 1982b, “Application of the I-Effective Method in Calculating Deflections of Partially Prestressed Members,” PCI Journal, V. 27, No. 5, Sept.-Oct., pp. 62-77. doi: 10.15554/pcij.09011982.62.7710.15554/pcij.09011982.62.77 ↗
19. Chen, C. I., 1973, “Integrated Procedures for Predicting the Initial and Time-Dependent Deformation of “Reinforced” Concrete Structures,” PhD thesis, University of Iowa, Iowa City, IA.
20. Ghali, A., 1993, “Deflection of Reinforced Concrete Members: A Critical Review,” ACI Structural Journal, V. 90, No. 4, July-Aug., pp. 364-373. doi: 10.14359/964810.14359/9648 ↗
21. Naaman, A. E., 1982, Prestressed Concrete Analysis and Design: Fundamentals, McGraw-Hill Book Company, New York, NY, 670 pp.
22. 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 ↗
23. 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 ↗
24. PCI, 1971, PCI Design Handbook: Precast and Prestressed Concrete, first edition, Precast/Prestressed Concrete Institute, Chicago, IL.
25. PCI, 1978, PCI Design Handbook: Precast and Prestressed Concrete, second edition, Precast/Prestressed Concrete Institute, Chicago, IL.
26. PCI, 2017, PCI Design Handbook: Precast and Prestressed Concrete (MNL-120-17), eighth edition, Precast/Prestressed Concrete Institute, Chicago, IL.
27. Pirayeh Gar, S.; Mander, J. B.; and Hurlebaus, S., 2018, “Deflection of FRP Prestressed Concrete Beams,” Journal of Composites for Construction, ASCE, V. 22, No. 2, April, p. 04017049. doi: 10.1061/(ASCE)CC.1943-5614.000083210.1061/(ASCE)CC.1943-5614.0000832 ↗
28. Razaqpur, A. G.; Svecova, D.; and Cheung, M. S., 2000, “Rational Method for Calculating Deflection of Fiber-Reinforced Polymer Reinforced Beams,” ACI Structural Journal, V. 97, No. 1, Jan.-Feb., pp. 175-183. doi: 10.14359/84710.14359/847 ↗
29. Scanlon, A., and Bischoff, P. H., 2008, “Shrinkage Restraint and Loading History Effects on Deflections of Flexural Members,” ACI Structural Journal, V. 105, No. 4, July-Aug., pp. 498-506. doi: 10.14359/1986410.14359/19864 ↗
30. Shaikh, A. F., 1967, “Use of Non-Tensioned Steel in Prestressed Concrete Beams,” PhD thesis, University of Iowa, Iowa City, IA.
31. Shaikh, A. F., and Branson, D. E., 1970, “Non-Tensioned Steel in Prestressed Concrete Beams,” PCI Journal, V. 15, No. 1, Feb., pp. 14-36. doi: 10.15554/pcij.02011970.14.3610.15554/pcij.02011970.14.36 ↗
32. 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 ↗