Stiffness Reduction Factor for Slender Concrete Column Reinforced with Fiber-Reinforced Polymer Bars
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OpenAlex topics: Structural Behavior of Reinforced Concrete · Structural Load-Bearing Analysis · Innovative concrete reinforcement materials
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References (51)
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1. AASHTO, 2020, “LRFD Bridge Design Specifications,” ninth edition, American Association of State Highway and Transportation Officials, Washington, DC, 1912 pp.
2. Abdelazim, W.; Mohamed, H. M.; and Benmokrane, B., 2021, “Proposed Flexural Stiffness of Slender Concrete Columns Reinforced with Glass Fiber-Reinforced Polymer Bars,” ACI Structural Journal, V. 118, No. 1, Jan., pp. 227-240. doi: 10.14359/5172818310.14359/51728183 ↗
3. Abdelazim, W.; Mohamed, H. M.; Afifi, M. Z.; and Benmokrane, B., 2020a, “Proposed Slenderness Limit for Glass Fiber-Reinforced Polymer-Reinforced Concrete Columns Based on Experiments and Buckling Analysis,” ACI Structural Journal, V. 117, No. 1, Jan., pp. 241-254. doi: 10.14359/5171807310.14359/51718073 ↗
4. Abdelazim, W.; Mohamed, H. M.; Benmokrane, B.; and Nolan, S., 2020b, “Strength of Bridge High-Strength Concrete Slender Compression Members Reinforced with GFRP Bars and Spirals: Experiments and Second-Order Analysis,” Journal of Bridge Engineering, ASCE, V. 25, No. 9, p. 04020066. doi: 10.1061/(ASCE)BE.1943-5592.000160110.1061/(ASCE)BE.1943-5592.0001601 ↗
5. ACI Committee 318, 2019, “Building Code Requirements for Structural Concrete (ACI 318-19) and Commentary (ACI 318R-19) (Reapproved 2022),” American Concrete Institute, Farmington Hills, MI, 624 pp.
6. ACI Committee 440, 2015, “Guide for the Design and Construction of Structural Concrete Reinforced with Fiber-Reinforced Polymer (FRP) Bars (ACI 440.1R-15),” American Concrete Institute, Farmington Hills, MI, 88 pp.
7. Alipour, A.; Shafei, B.; and Shinozuka, M., 2013, “Reliability-Based Calibration of Load and Resistance Factors for Design of RC Bridges under Multiple Extreme Events: Scour and Earthquake,” Journal of Bridge Engineering, ASCE, V. 18, No. 5, pp. 362-371. doi: 10.1061/(ASCE)BE.1943-5592.000036910.1061/(ASCE)BE.1943-5592.0000369 ↗
8. Almomani, M.; Mahmoud, K.; and El-Salakawy, E. F., 2022a, “Experimental Investigation of Large-Scale Eccentrically Loaded GFRP-Reinforced High-Strength Concrete Columns,” Journal of Composites for Construction, ASCE, V. 26, No. 2, p. 04021072. doi: 10.1061/(ASCE)CC.1943-5614.000118610.1061/(ASCE)CC.1943-5614.0001186 ↗
9. Almomani, M.; Mahmoud, K.; and El-Salakawy, E. F., 2022b, “Effect of Slenderness Ratio on Glass Fiber-Reinforced Polymer-Reinforced High-Strength Concrete Columns,” ACI Structural Journal, V. 119, No. 2, Mar., pp. 287-299. doi: 10.14359/5173434310.14359/51734343 ↗
10. Amer, A.; Arockiasamy, M.; and Shahawy, M., 1996, “Ultimate Strength of Eccentrically Loaded Concrete Columns Reinforced with CFRP Bars,” Proceedings of the 2nd International Conference on Advanced Composite Materials in Bridges and Structures, Montréal, QC, Canada, pp. 209-216.
11. Baji, H., and Ronagh, H. R., 2016, “Reliability-Based Study on Ductility Measures of Reinforced Concrete Beams in ACI 318,” ACI Structural Journal, V. 113, No. 2, Mar.-Apr., pp. 373-382. doi: 10.14359/5168820110.14359/51688201 ↗
12. Barua, S., and El-Salakawy, E., 2020, “Performance of GFRP-Reinforced Concrete Circular Short Columns under Concentric, Eccentric, and Flexural Loads,” Journal of Composites for Construction, ASCE, V. 24, No. 5, Oct., p. 04020044. doi: 10.1061/(ASCE)CC.1943-5614.000105810.1061/(ASCE)CC.1943-5614.0001058 ↗
13. Barua, S.; Mahmoud, K.; and El-Salakawy, E., 2021, “Slender GFRP-RC Circular Columns under Concentric, Eccentric, and Flexural Loads: Experimental Investigation,” Journal of Bridge Engineering, ASCE, V. 26, No. 7, p. 04021033. doi: 10.1061/(ASCE)BE.1943-5592.000172910.1061/(ASCE)BE.1943-5592.0001729 ↗
14. CSA S6:19, 2019, “Canadian Highway Bridge Design Code,” CSA Group, Toronto, ON, Canada, 1182 pp.
15. CSA S806-12, 2012, “Design and Construction of Building Components with Fibre-Reinforced Polymers,” CSA Group, Toronto, ON, Canada, 208 pp.
16. Diniz, S. M. C., and Frangopol, D. M., 1997, “Reliability Bases for High-Strength Concrete Columns,” Journal of Structural Engineering, ASCE, V. 123, No. 10, pp. 1375-1381. doi: 10.1061/(ASCE)0733-9445(1997)123:10(1375)10.1061/(ASCE)0733-9445(1997)123:10(1375) ↗
17. Gao, K.; Xie, H.; Li, Z.; Zhang, J.; and Tu, J., 2021, “Study on Eccentric Behavior and Serviceability Performance of Slender Rectangular Concrete Columns Reinforced with GFRP Bars,” Composite Structures, V. 263, Article No. 113680. doi: 10.1016/j.compstruct.2021.11368010.1016/j.compstruct.2021.113680 ↗
18. Ghosn, M.; Frangopol, D. M.; McAllister, T. P.; Shah, M.; Diniz, S. M. C.; Ellingwood, B. R.; Manuel, L.; Biondini, F.; Catbas, N.; Strauss, A.; and Zhao, X. L., 2016, “Reliability-Based Performance Indicators for Structural Members,” Journal of Structural Engineering, ASCE, V. 142, No. 9, Sept., pp. 225-234. doi: 10.1061/(ASCE)ST.1943-541X.000154610.1061/(ASCE)ST.1943-541X.0001546 ↗
19. Gong, Y., and Zhang, J., 2009, “Experimental Study of Reinforced Concrete Eccentric Compression Columns with CFRP Tendons,” China Civil Engineering Journal, V. 42, No. 10, Oct., pp. 46-52. (in Chinese) doi:10.15951/j.tmgcxb.2009.10.01210.15951/j.tmgcxb.2009.10.012
20. Hadhood, A.; Mohamed, H. M.; and Benmokrane, B., 2017a, “Axial Load-Moment Interaction Diagram of Circular Concrete Columns Reinforced with CFRP Bars and Spirals: Experimental and Theoretical Investigations,” Journal of Composites for Construction, ASCE, V. 21, No. 2, Apr., p. 04016092. doi: 10.1061/(ASCE)CC.1943-5614.000074810.1061/(ASCE)CC.1943-5614.0000748 ↗
21. Hadhood, A.; Mohamed, H. M.; and Benmokrane, B., 2017b, “Experimental Study of Circular High-Strength Concrete Columns Reinforced with GFRP Bars and Spirals under Concentric and Eccentric Loading,” Journal of Composites for Construction, ASCE, V. 21, No. 2, Apr., p. 04016078. doi: 10.1061/(ASCE)CC.1943-5614.000073410.1061/(ASCE)CC.1943-5614.0000734 ↗
22. Hadhood, A.; Mohamed, H. M.; and Benmokrane, B., 2018, “Flexural Stiffness of GFRP- and CFRP-RC Circular Members under Eccentric Loads Based on Experimental and Curvature Analysis,” ACI Structural Journal, V. 115, No. 4, July, pp. 1185-1198. doi: 10.14359/5170223510.14359/51702235 ↗
23. Hales, T. A.; Pantelides, C. P.; and Reaveley, L. D., 2016, “Experimental Evaluation of Slender High-Strength Concrete Columns with GFRP and Hybrid Reinforcement,” Journal of Composites for Construction, ASCE, V. 20, No. 6, p. 04016050. doi: 10.1061/(ASCE)CC.1943-5614.000070910.1061/(ASCE)CC.1943-5614.0000709 ↗
24. Hong, H. P., and Zhou, W., 1999, “Reliability Evaluation of RC Columns,” Journal of Structural Engineering, ASCE, V. 125, No. 7, July, pp. 784-790. doi: 10.1061/(ASCE)0733-9445(1999)125:7(784)10.1061/(ASCE)0733-9445(1999)125:7(784) ↗
25. Issa, M.; Metwally, I.; and Elzeiny, S., 2012, “Performance of Eccentrically Loaded GFRP Reinforced Concrete Columns,” World Journal of Engineering, V. 9, No. 1, pp. 71-78. doi: 10.1260/1708-5284.9.1.7110.1260/1708-5284.9.1.71 ↗
26. Jiang, Y.; Zhou, H.; Beer, M.; Wang, L.; Zhang, J.; and Zhao, L., 2017, “Robustness of Load and Resistance Design Factors for RC Columns with Wind-Dominated Combination Considering Random Eccentricity,” Journal of Structural Engineering, ASCE, V. 143, No. 4, Apr., p. 04016221. doi: 10.1061/(ASCE)ST.1943-541X.000172010.1061/(ASCE)ST.1943-541X.0001720 ↗
27. Khorramian, K., and Sadeghian, P., 2020, “Experimental Investigation of Short and Slender Rectangular Concrete Columns Reinforced with GFRP Bars under Eccentric Axial Loads,” Journal of Composites for Construction, ASCE, V. 24, No. 6, p. 04020072. doi: 10.1061/(ASCE)CC.1943-5614.000108810.1061/(ASCE)CC.1943-5614.0001088 ↗
28. Khorramian, K.; Sadeghian, P.; and Oudah, F., 2022, “Slenderness Limit for Glass Fiber-Reinforced Polymer Reinforced Concrete Columns: Reliability-Based Approach,” ACI Structural Journal, V. 119, No. 1, May, pp. 249-262. doi: 10.14359/5173449510.14359/51734495 ↗
29. Kim, Y. J., and Nickle, R. W., 2016, “Strength Reduction Factors for Fiber-Reinforced Polymer-Prestressed Concrete Bridges in Flexure,” ACI Structural Journal, V. 113, No. 5, Sept.-Oct., pp. 1043-1052. doi: 10.14359/5168902810.14359/51689028 ↗
30. MacGregor, J. G.; Breen, J. E.; and Pfrang, E. O., 1970, “Design of Slender Concrete Columns,” ACI Journal Proceedings, V. 67, No. 1, Jan., pp. 6-28. doi: 10.14359/725410.14359/7254 ↗
31. MacGregor, J. G.; Mirza, S. A.; and Ellingwood, B., 1983, “Statistical Analysis of Resistance of Reinforced and Prestressed Concrete Members,” ACI Journal Proceedings, V. 80, No. 3, May-June, pp. 167-176. doi: 10.14359/1071510.14359/10715 ↗
32. Mirmiran, A.; Yuan, W.; and Chen, X., 2001, “Design for Slenderness in Concrete Columns Internally Reinforced with Fiber-Reinforced Polymer Bars,” ACI Structural Journal, V. 98, No. 1, Jan.-Feb., pp. 116-125. doi: 10.14359/1015310.14359/10153 ↗
33. Mirza, S. A., 1987, “Probability-Based Strength Criterion for Reinforced Concrete Slender Columns,” ACI Structural Journal, V. 84, No. 6, Nov.-Dec., pp. 459-466. doi: 10.14359/277910.14359/2779 ↗
34. Mirza, S. A., 1990, “Flexural Stiffness of Rectangular Reinforced Concrete Columns,” ACI Structural Journal, V. 87, No. 4, July-Aug., pp. 425-435. doi: 10.14359/305610.14359/3056 ↗
35. Nowak, A. S., and Szerszen, M. M., 2003, “Calibration of Design Code for Buildings (ACI 318): Part 1—Statistical Models for Resistance,” ACI Structural Journal, V. 100, No. 3, May-June, pp. 377-382. doi: 10.14359/1261310.14359/12613 ↗
36. Othman, Z. S., and Mohammad, A. H., 2019, “Behaviour of Eccentric Concrete Columns Reinforced with Carbon Fibre-Reinforced Polymer Bars,” Advances in Civil Engineering, V. 2019, Article No. 1769212. doi: 10.1155/2019/176921210.1155/2019/1769212 ↗
37. Peng, F., and Xue, W., 2019, “Reliability Analysis of Eccentrically Loaded Concrete Rectangular Columns Reinforced with Fiber-Reinforced Polymer Bars,” ACI Structural Journal, V. 116, No. 4, July, pp. 275-284. doi: 10.14359/5171563410.14359/51715634 ↗
38. Salah-Eldin, A.; Mohamed, H. M.; and Benmokrane, B., 2019, “Structural Performance of High-Strength-Concrete Columns Reinforced with GFRP Bars and Ties Subjected to Eccentric Loads,” Engineering Structures, V. 185, pp. 286-300. doi: 10.1016/j.engstruct.2019.01.14310.1016/j.engstruct.2019.01.143 ↗
39. Salah-Eldin, A.; Mohamed, H. M.; and Benmokrane, B., 2020, “Effect of GFRP Reinforcement Ratio on the Strength and Effective Stiffness of High-Strength Concrete Columns: Experimental and Analytical Study,” Journal of Composites for Construction, ASCE, V. 24, No. 5, p. 04020055. doi: 10.1061/(ASCE)CC.1943-5614.000106810.1061/(ASCE)CC.1943-5614.0001068 ↗
40. Sanni B., A.; Mohamed, H. M.; Yahia, A.; and Benmokrane, B., 2021, “Behavior of Lightweight Self-Consolidating Concrete Columns Reinforced with Glass Fiber-Reinforced Polymer Bars and Spirals under Axial and Eccentric Loads,” ACI Structural Journal, V. 118, No. 3, May, pp. 241-254.
41. Sanni Bakouregui, A.; Mohamed, H. M.; Yahia, A.; and Benmokrane, B., 2021, “Axial Load–Moment Interaction Diagram of Full-Scale Circular LWSCC Columns Reinforced with BFRP and GFRP Bars and Spirals: Experimental and Theoretical Investigations,” Engineering Structures, V. 242, Article No. 112538. doi: 10.1016/j.engstruct.2021.11253810.1016/j.engstruct.2021.112538 ↗
42. Sharbatdar, M.-K., 2003, “Concrete Columns and Beams Reinforced with FRP Bars and Grids under Monotonic and Reversed Cyclic Loading,” PhD dissertation, University of Ottawa, Ottawa, ON, Canada, 397 pp.
43. Shield, C. K.; Galambos, T. V.; and Gulbrandsen, P., 2011, “On the History and Reliability of the Flexural Strength of FRP Reinforced Concrete Members in ACI 440.1R,” Fiber-Reinforced Polymer Reinforcement for Concrete Structures: 10th International Symposium, SP-275, R. Sen, R. Seracino, C. Shield, and W. Gold, eds., American Concrete Institute, Farmington Hills, MI, pp. 1-18.
44. Szerszen, M. M., and Nowak, A. S., 2003, “Calibration of Design Code for Buildings (ACI 318): Part 2—Reliability Analysis and Resistance Factors,” ACI Structural Journal, V. 100, No. 3, May-June, pp. 383-391. doi: 10.14359/1261410.14359/12614 ↗
45. Szerszen, M. M.; Szwed, A.; and Nowak, A. S., 2005, “Reliability Analysis for Eccentrically Loaded Columns,” ACI Structural Journal, V. 102, No. 5, Sept.-Oct., pp. 676-688.10.14359/14663 ↗
46. Tikka, T. K.; Francis, M.; and Teng, B., 2010, “Strength of Concrete Beam Columns Reinforced with GFRP Bars,” 2nd International Structures Specialty Conference, Winnipeg, MB, Canada, pp. 1194-1203.
47. Wang, N., and Ellingwood, B. R., 2015, “Limit State Design Criteria for FRP Strengthening of RC Bridge Components,” Structural Safety, V. 56, Sept., pp. 1-8. doi: 10.1016/j.strusafe.2015.03.00410.1016/j.strusafe.2015.03.004 ↗
48. Wight, J. K., and MacGregor, J. G., 2015, Reinforced Concrete: Mechanics and Design, seventh edition, Prentice Hall, Upper Saddle River, NJ, 893 pp.
49. Xue, W.; Peng, F.; and Fang, Z., 2018, “Behavior and Design of Slender Rectangular Concrete Columns Longitudinally Reinforced with Fiber-Reinforced Polymer Bars,” ACI Structural Journal, V. 115, No. 2, Mar., pp. 311-322. doi: 10.14359/5170113110.14359/51701131 ↗
50. Zadeh, H. J., and Nanni, A., 2013, “Reliability Analysis of Concrete Beams Internally Reinforced with Fiber-Reinforced Polymer Bars,” ACI Structural Journal, V. 110, No. 6, Nov.-Dec., pp. 1023-1032. doi: 10.14359/5168615710.14359/51686157 ↗
51. Zadeh, H. J., and Nanni, A., 2017, “Flexural Stiffness and Second-Order Effects in Fiber-Reinforced Polymer-Reinforced Concrete Frames,” ACI Structural Journal, V. 114, No. 2, Mar.-Apr., pp. 533-544. doi: 10.14359/5168925710.14359/51689257 ↗