journal article·2018-05-01

Dynamic Behavior of Carbon Fiber-Reinforced Polymer-Strengthened Reinforced Concrete Beams without Stirrups under Impact Loading

Authors not provided

ACI Structural Journal· Volume 115· Issue 3
Publisher page

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 Response to Dynamic Loads · Structural Behavior of Reinforced Concrete · Innovative concrete reinforcement materials

SciVX discovery tags are terminology-based. OpenAlex topics are source-provided classifications.

References (43)

Show source-provided references
1. Teng, J. G.; Chen, J.; Smith, S.; and Lam, L., FRP-Strengthened RC Structures, John Wiley & Sons, Ltd, West Sussex, Chichester, UK, 2001, pp. 11-26.
2. Teng, J. G.; Chen, J.; Smith, S.; and Lam, L., “Behaviour and Strength of FRP-Strengthened RC Structures: A State-of-the-Art Review,” Structures and Buildings, V. 156, No. 1, 2003, pp. 51-62.10.1680/stbu.156.1.51.37880 ↗
3. Buchan, P. A., and Chen, J. F., “Blast Resistance of FRP Composites and Polymer Strengthened Concrete and Masonry Structures—A State-of-the-Art Review,” Composites. Part B, Engineering, V. 38, No. 5-6, 2007, pp. 509-522. doi: 10.1016/j.compositesb.2006.07.00910.1016/j.compositesb.2006.07.009 ↗
4. Wu, C.; Oehlers, D. J.; Rebentrost, M.; Leach, J.; and Whittaker, A. S., “Blast Testing of Ultra-High Performance Fiber and FRP Retrofitted Concrete Slabs,” Engineering Structures, V. 31, No. 9, 2009, pp. 2060-2069. doi: 10.1016/j.engstruct.2009.03.02010.1016/j.engstruct.2009.03.020 ↗
5. Hao, H., and Tang, E. K. C., “Numerical Simulation of a Cable Stayed Bridge Response to Blast Loads. Part II: Damage Prediction and FRP Strengthening,” Engineering Structures, V. 32, No. 10, 2010, pp. 3193-3205. doi: 10.1016/j.engstruct.2010.06.00610.1016/j.engstruct.2010.06.006 ↗
6. Nam, J. W.; Kim, H. J.; Kim, S. B.; Yi, N. H.; and Kim, J. H. J., “Numerical Evaluation of the Retrofit Effectiveness for GFRP Retrofitted Concrete Slab Subjected to Blast Pressure,” Composite Structures, V. 92, No. 5, 2010, pp. 1212-1222. doi: 10.1016/j.compstruct.2009.10.03110.1016/j.compstruct.2009.10.031 ↗
7. Erki, M., and Meier, U., “Impact Loading of Concrete Beams Externally Strengthened with CFRP Laminates,” Journal of Composites for Construction, ASCE, V. 3, No. 3, 1999, pp. 117-124. doi: 10.1061/(ASCE)1090-0268(1999)3:3(117)10.1061/(ASCE)1090-0268(1999)3:3(117) ↗
8. Tang, T., and Saadatmanesh, H., “Behavior of Concrete Beams Strengthened with Fiber-Reinforced Polymer Laminates under Impact Loading,” Journal of Composites for Construction, ASCE, V. 7, No. 3, 2003, pp. 209-218. doi: 10.1061/(ASCE)1090-0268(2003)7:3(209)10.1061/(ASCE)1090-0268(2003)7:3(209) ↗
9. Tang, T., and Saadatmanesh, H., “Analytical and Experimental Studies of Fiber-Reinforced Polymer-Strengthened Concrete Beams under Impact Loading,” ACI Structural Journal, V. 102, No. 1, Jan.-Feb. 2005, pp. 139-149.10.14359/13539 ↗
10. White, T.; Soudki, K.; and Erki, M., “Response of RC Beams Strengthened with CFRP Laminates and Subjected to a High Rate of Loading,” Journal of Composites for Construction, ASCE, V. 5, No. 3, 2001, pp. 153-162. doi: 10.1061/(ASCE)1090-0268(2001)5:3(153)10.1061/(ASCE)1090-0268(2001)5:3(153) ↗
11. Pham, T. M., and Hao, H., “Impact Behavior of FRP-Strengthened RC Beams without Stirrups,” Journal of Composites for Construction, ASCE, V. 20, No. 4, 2016, p. 04016011 doi: 10.1061/(ASCE)CC.1943-5614.000067110.1061/(ASCE)CC.1943-5614.0000671 ↗
12. Nanni, A., “North American Design Guidelines for Concrete Reinforcement and Strengthening Using FRP: Principles, Applications and Unresolved Issues,” Construction and Building Materials, V. 17, No. 6-7, 2003, pp. 439-446. doi: 10.1016/S0950-0618(03)00042-410.1016/S0950-0618(03)00042-4 ↗
13. Rizkalla, S.; Hassan, T.; and Hassan, N., “Design Recommendations for the Use of FRP for Reinforcement and Strengthening of Concrete Structures,” Progress in Structural Engineering and Materials, V. 5, No. 1, 2003, pp. 16-28. doi: 10.1002/pse.13910.1002/pse.139 ↗
14. ACI Committee 440, “Guide for the Design and Construction of Externally Bonded FRP Systems for Strengthening Concrete Structures (ACI 440.2R-08),” American Concrete Institute, Farmington Hills, MI, 2008, 76 pp.
15. fib, “Externally Bonded FRP Reinforcement for RC Structures,” Bulletin No. 14, International Federation for Structural Concrete, Lausanne, Switzerland, 2001, pp. 62-64.
16. EN 1998-3, “Design of Structures for Earthquake Resistance Part 3: Assessment and Retrofitting of Buildings,” European Committee for Standardization, Brussels, Belgium, 2004, 91 pp.
17. National Research Council (CNR), “Guide for the Design and Construction of Externally Bonded FRP Systems for Strengthening Existing Structures: Materials, RC and PC Structures, Masonry Structures (CNR-DT 200/2004),” Italian Research Council, Italian Advisory Committee on Technical Recommendations for Construction, Rome, Italy, 2004, pp. 123-127.
18. Huo, J. S.; Liu, J. Y.; Dai, X. Q.; Yang, J.; Lu, Y.; Xiao, Y.; and Monti, G., “Experimental Study on Dynamic Behavior of CFRP-to-Concrete Interface,” Journal of Composites for Construction, ASCE, V. 20, No. 5, 2016, 04016026. doi: 10.1061/(ASCE)CC.1943-5614.000067710.1061/(ASCE)CC.1943-5614.0000677 ↗
19. Huo, J.; Liu, J.; Lu, Y.; Yang, J.; and Xiao, Y., “Experimental Study on Dynamic Behavior of GFRP-to-Concrete Interface,” Engineering Structures, V. 118, 2016, pp. 371-382. doi: 10.1016/j.engstruct.2016.03.06210.1016/j.engstruct.2016.03.062 ↗
20. ACI Committee 318, “Building Code Requirements for Structural Concrete (ACI 318M-08) and Commentary,” American Concrete Institute, Farmington Hills, MI, 2008, 379 pp.
21. GB 50010-2010, “Code for Design of Concrete Structures,” China Building Industry Press, Beijing, China, 2010, pp. 123-124. (in Chinese)
22. GB/T 228.1-2010, “Metallic Materials-Tensile Testing-Part 1: Method of Test at Room Temperature,” China Building Industry Press, Beijing, China, 2010, pp. 9-13. (in Chinese)
23. ASTM D3039/D3039M-08, “Standard Test Method for Tensile Properties of Polymer Matrix Composite Materials,” ASTM International, West Conshohocken, PA, 2008, 13 pp.
24. GB 50608-2010, “Technical Code for Infrastructure Application of FRP Composites,” China Planning Press, Beijing, China, 2010, pp. 9-10. (in Chinese)
25. Saatci, S., and Vecchio, F. J., “Effects of Shear Mechanisms on Impact Behavior of Reinforced Concrete Beams,” ACI Structural Journal, V. 106, No. 1, Jan.-Feb. 2009, pp. 78-86.10.14359/56286 ↗
26. Kishi, N.; Mikami, H.; Matsuoka, K. G.; and Ando, T., “Impact Behavior of Shear-Failure-Type RC Beams without Shear Rebar,” International Journal of Impact Engineering, V. 27, No. 9, 2002, pp. 955-968. doi: 10.1016/S0734-743X(01)00149-X10.1016/S0734-743X(01)00149-X ↗
27. Banthia, N.; Mindess, S.; and Bentur, A., “Impact Behaviour of concrete beams,” Materials and Structures, V. 20, No. 4, 1987, pp. 293-302. doi: 10.1007/BF0248592610.1007/BF02485926 ↗
28. Cotsovos, D.; Stathopoulos, N.; and Zeris, C., “Behavior of RC Beams Subjected to High Rates of Concentrated Loading,” Journal of Structural Engineering, ASCE, V. 134, No. 12, 2008, pp. 1839-1851. doi: 10.1061/(ASCE)0733-9445(2008)134:12(1839)10.1061/(ASCE)0733-9445(2008)134:12(1839) ↗
29. Banthia, N. P.; Mindess, S.; Bentur, A.; and Pigeon, M., “Impact Testing of Concrete Using a Drop-Weight Impact Machine,” Experimental Mechanics, V. 29, No. 1, 1989, pp. 63-69. doi: 10.1007/BF0232778310.1007/BF02327783 ↗
30. ISIS Canada “Strengthening Reinforced Concrete Structures with Externally-Bonded Fiber Reinforced Polymers,” Design Manual No. 4, University of Manitoba, Winnipeg, MB, Canada, 2001, pp. 4:33-4:38.
31. Committee Concrete Society, “Design Guidance for Strengthening Concrete Structures Using Fiber Composite Materials,” Technical Report No. 55, Century House, Berkshire, UK, 2000.
32. JSCE, Recommendations for Upgrading of Concrete Structures with Use of Continuous Fiber Sheets,” Japan Society of Civil Engineers, Tokyo, Japan, 2005, pp. 24-26.
33. Chen, J. F., and Teng, J. G., “Shear Capacity of FRP-Strengthened RC Beams: FRP Debonding,” Construction and Building Materials, V. 17, No. 1, 2003, pp. 27-41. doi: 10.1016/S0950-0618(02)00091-010.1016/S0950-0618(02)00091-0 ↗
34. CEB, “Concrete Structures under Impact and Impulsive Loading,” Bulletin d’Information No. 187, Comité Euro-International du Béton, Lausanne, Switzerland, 1993, 437 pp.
35. Cotsovos, D. M., “A Simplified Approach for Assessing the Load-Carrying Capacity of Reinforced Concrete Beams under Concentrated Load Applied at High Rates,” International Journal of Impact Engineering, V. 37, No. 8, 2010, pp. 907-917. doi: 10.1016/j.ijimpeng.2010.01.00510.1016/j.ijimpeng.2010.01.005 ↗
36. Yi, W. J.; Zhao, D. B.; and Kunnath, S. K., “Simplified Approach for Assessing Shear Resistance of Reinforced Concrete Beams under Impact Loads,” ACI Structural Journal, V. 113, No. 4, July-Aug. 2016, pp. 747-756. doi: 10.14359/5168861710.14359/51688617 ↗
37. Zeng, X., and Xu, B., “Experimental Study on the Impact-Resistant Behavior of RC Beams without Shear-Resistant Rebar,” Tumu Gongcheng Xuebao, V. 45, No. 9, 2012, pp. 63-73.
38. Hahhadin, M. J.; Hong, S. T.; and Mattock, A. H., “Stirrup Effectiveness in Reinforced Concrete Beams with Axial Force,” Journal of the Structural Division, V. 97, No. 9, 1971, pp. 2277-2297.10.1061/JSDEAG.0002996 ↗
39. Huang, L., and Lu, Y., “Unified Calculation Method for Symmetrically Reinforced Concrete Section Subjected to Combined Loading,” ACI Structural Journal, V. 110, No. 1, Jan.-Feb. 2013, pp. 127-136.10.14359/51684336 ↗
40. Mattock, A. H., and Wang, Z. H., “Shear Strength of Reinforced Concrete Members Subjected to High Axial Compressive Stress,” ACI Journal Proceedings, V. 81, No. 3, May-June 1984, pp. 287-298.10.14359/10685 ↗
41. Syamal, P. K.; Mirza, M. S.; and Ray, D. P., “Plain and Reinforced Concrete L-Beams under Combined Flexure, Shear, and Torsion,” ACI Journal Proceedings, V. 68, No. 11, Nov. 1971, pp. 848-860.10.14359/7239 ↗
42. Li, L. R.; Jiang, C. X.; and Zhi, Y. F., “Effect of Longitudinal Reinforcement Rate on Shear Behavior of Beams Without Web Reinforcement Restriction,” Chongqing Jianzhu Daxue Xuebao, V. 30, No. 1, 2008, pp. 49-53. (in Chinese)
43. Adhikary, S. D.; Li, B.; and Fujikake, K., “Residual Resistance of Impact-Damaged Reinforced Concrete Beams,” Magazine of Concrete Research, V. 67, No. 7, 2015, pp. 364-378. doi: 10.1680/macr.14.0031210.1680/macr.14.00312 ↗