Immediate Deflection of Partially Prestressed Concrete Flexural Members
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 Load-Bearing Analysis · Structural Behavior of Reinforced Concrete · Structural Engineering and Vibration Analysis
SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.
References (23)
Show source-provided references
1. ACI Committee 318, 1971, “Building Code Requirements for Reinforced Concrete (ACI 318-71),” American Concrete Institute, Farmington Hills, MI, 78 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, 520 pp.
3. ACI Committee 435, 2000, “Control of Deflection in Concrete Structures (ACI 435R-95) (Reapproved 2000),” American Concrete Institute, Farmington Hills, MI, 77 pp.
4. Aswad, A.; Burnley, G.; Cleland, N. M.; Orndorff, D.; and Wynings, C., 2004, “Load Testing of Prestressed Concrete Double Tees without Web Reinforcement,” PCI Journal, V. 49, No. 2, Mar.-Apr., pp. 66-77. doi: 10.15554/pcij.03012004.66.7710.15554/pcij.03012004.66.77 ↗
5. 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, pp. 752-767. doi: 10.1061/(ASCE)0733-9445(2005)131:5(752)10.1061/(ASCE)0733-9445(2005)131:5(752) ↗
6. Bischoff, P. H., 2007, “Rational Model for Calculating Deflection of Reinforced Concrete Beams and Slabs,” Canadian Journal of Civil Engineering, V. 34, No. 8, pp. 992-1002. doi: 10.1139/l07-02010.1139/l07-020 ↗
7. Bischoff, P. H., and Scanlon, A., 2007, “Effective Moment of Inertia for Calculating Deflections of Concrete Members Containing Steel Reinforcement and FRP Reinforcement,” ACI Structural Journal, V. 104, No. 1, Jan.-Feb., pp. 68-75.10.14359/18434 ↗
8. 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, pp. 1-78.
9. Branson, D. E., and Trost, H., 1982, “Application of I-Effective Method in Calculating Deflections of Partially Prestressed Members,” PCI Journal, V. 27, No. 5, pp. 62-77. doi: 10.15554/pcij.09011982.62.7710.15554/pcij.09011982.62.77 ↗
10. Brewe, J., and Myers, J., 2010, “High-Strength Self-Consolidating Concrete Girders Subjected to Elevated Compressive Fiber Stresses, Part 1: Prestress Loss and Camber Behavior,” PCI Journal, V. 55, No. 4, pp. 59-77. doi: 10.15554/pcij.09012010.59.7710.15554/pcij.09012010.59.77 ↗
11. Brewe, J., and Myers, J., 2011, “High-Strength Self-Consolidating Concrete Girders Subjected to Elevated Compressive Fiber Stresses, Part 2: Structural Behavior,” PCI Journal, V. 56, No. 1, pp. 92-109. doi: 10.15554/pcij.01012011.92.10910.15554/pcij.01012011.92.109 ↗
12. Canadian Standards Association (CSA), 2014, “Design of Concrete Structures (CAN/CSA A23.3-14),” Canadian Standards Association, Mississauga, ON, Canada, 291 pp.
13. Collins, M. P., and Mitchell, D., 1997, Prestressed Concrete Structures, Response Publications, Canada, 766 pp.
14. CPCI, 2007, Design Manual: Precast and Prestressed Concrete, fourth edition, Canadian Precast/Prestressed Concrete Institute (CPCI), Ottawa, ON, Canada.
15. Mast, R. F., 1998, “Analysis of Cracked Prestressed Concrete Sections: A Practical Approach,” PCI Journal, V. 43, No. 4, pp. 80-91. doi: 10.15554/pcij.07011998.80.9110.15554/pcij.07011998.80.91 ↗
16. Naaman, A. E., 1985, “Partially Prestressed Concrete: Review and Recommendations,” PCI Journal, V. 30, No. 6, pp. 30-71.
17. Naito, C.; Cetisli, F.; and Tate, T., 2015, “A Method for Quality Assurance of 7-Wire Strand Bond in Portland Cement Concrete,” Journal of the Precast/Prestressed Concrete Institute, V. 60, No. 4, July-Aug., pp. 69-84.10.15554/pcij.07012015.69.84 ↗
18. Nilson, A. H., 1976, “Flexural Stresses After Cracking in Partially Prestressed Beams,” PCI Journal, V. 21, No. 4, pp. 72-81. doi: 10.15554/pcij.07011976.72.8110.15554/pcij.07011976.72.81 ↗
19. PCI, 2010, Design Handbook: Precast and Prestressed Concrete, seventh edition, Precast/Prestressed Concrete Institute (PCI), Chicago, IL.
20. Scanlon, A., and Bischoff, P. H., 2008, “Shrinkage Restraint and Loading History Effects on Deflection of Flexural Members,” ACI Structural Journal, V. 105, No. 4, July-Aug., pp. 498-506.10.14359/19864 ↗
21. Suri, K. M., and Dilger, W. H., 1986, “Steel Stresses in Partially Prestressed Concrete Members,” PCI Journal, V. 31, No. 3, pp. 88-112. doi: 10.15554/pcij.05011986.88.11210.15554/pcij.05011986.88.112 ↗
22. Tadros, M. K., 1982, “Expedient Service Load Analysis of Cracked Prestressed Concrete Sections,” PCI Journal, V. 27, No. 6, pp. 86-111. doi: 10.15554/pcij.11011982.86.11110.15554/pcij.11011982.86.111 ↗
23. Young, M., 2016, “Comparative Study of Immediate Deflection Calculation of Partially Prestressed Concrete Flexural Members,” undergraduate research thesis, Department of Civil Engineering, University of New Brunswick, Fredericton, NB, Canada, 49 pp.