journal article·2015-05-01

Effects of Compressive Strength, Autogenous Shrinkage and Testing Methods on the Bond Behavior of HES-ECC

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ACI Materials Journal· Volume 112· Issue 3
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OpenAlex topics: Innovative concrete reinforcement materials · Concrete and Cement Materials Research · Concrete Properties and Behavior

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References (41)

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1. Emmons, P. H., Concrete Repair and Maintenance Illustrated, RSMeans, Norwell, MA, 1992, 314 pp.
2. Russell, H. G., “Concrete Bridge Deck Performance,” NCHRP Synthesis 333, Transportation Research Board, Washington, DC, 2004, 101 pp.
3. Mather, B., and Warner, J., “Why Do Concrete Repairs Fail,” interview held at University of Wisconsin, Department of Engineering Professional Development, Madison, WI, Nov. 5, 2004.
4. Li, M., “Multi-Scale Design for Durable Repair of Concrete Structures,” PhD dissertation, University of Michigan, Ann Arbor, MI, 2009, 425 pp.
5. Li, V. C., “Engineered Cementitious Composites—Tailored Composites through Micromechanical Modeling,” Fiber Reinforced Concrete: Present and the Future, N. Banthia, A. Bentur, and A. Mufti, eds., Canadian Society for Civil Engineering, Montreal, QC, Canada, 1998, pp. 64-97.
6. Li, V. C., “On Engineered Cementitious Composites (ECC): A Review of the Material and its Applications,” Advanced Concrete Technology, V. 1, No. 3, 2003, pp. 215-230. doi: 10.3151/jact.1.21510.3151/jact.1.215 ↗
7. Lin, Z., and Li, V. C., “Crack Bridging in Fiber Reinforced Cementitious Composites with Slip-Hardening Interfaces,” Mechanics and Physics of Solids, V. 45, No. 5, 1997, pp. 763-787. doi: 10.1016/S0022-5096(96)00095-610.1016/S0022-5096(96)00095-6 ↗
8. Lin, Z.; Kanda, T.; and Li, V. C., “On Interface Property Characterization and Performance of Fiber Reinforced Cementitious Composites,” Concrete Science and Engineering, V. 1, No. 3, 1999, pp. 173-184.
9. Kamada, T., and Li, V. C., “The Effects of Surface Preparation on the Fracture Behavior of ECC/Concrete Repair System,” Cement and Concrete Composites, V. 22, No. 6, 2000, pp. 423-431. doi: 10.1016/S0958-9465(00)00042-110.1016/S0958-9465(00)00042-1 ↗
10. Zhang, J., and Li, V. C., “Monotonic and Fatigue Performance in Bending of Fiber Reinforced Engineered Cementitious Composite in Overlay System,” Cement and Concrete Research, V. 32, No. 3, 2002, pp. 415-423. doi: 10.1016/S0008-8846(01)00695-010.1016/S0008-8846(01)00695-0 ↗
11. Qian, S., “Influence of Concrete Material Ductility on the Behavior of High Stress Concentration Zones,” PhD thesis, University of Michigan, Ann Arbor, MI, 2007, 264 pp.
12. Yucel, H. E.; Jashami, H.; Sahmaran, M.; Guler, M.; and Yaman, I. O., “Thin ECC Overlay Systems for Rehabilitation of Rigid Concrete Pavements,” Magazine of Concrete Research, V. 65, No. 2, 2013, pp. 108-120. doi: 10.1680/macr.12.0002210.1680/macr.12.00022 ↗
13. Li, M., and Li, V. C., “High-Early-Strength Engineered Cementitious Composites for Fast, Durable Concrete Repair—Material Properties,” ACI Materials Journal, V. 108, No. 1, Jan.-Feb. 2011, pp. 3-12.10.14359/51664210 ↗
14. Sahmaran, M.; Yucel, H. E.; Yildirim, G.; Al-Emam, M.; and Lachemi, M., “Investigation of Bond between Concrete Substrate and ECC Overlays,” Journal of Materials in Civil Engineering, ASCE, V. 26, No. 1, 2014, pp. 167-174.10.1061/(ASCE)MT.1943-5533.0000805 ↗
15. Parker Jr., F., and Shoemaker, M. L., “PCC Pavement Patching Materials and Procedures,” Journal of Materials in Civil Engineering, ASCE, V. 3, No. 1, 1991, pp. 29-47. doi: 10.1061/(ASCE)0899-1561(1991)3:1(29)10.1061/(ASCE)0899-1561(1991)3:1(29) ↗
16. Şahmaran, M.; Al-Emam, M.; Yildirim, G.; Simsek, Y. E.; Erdem, T. K.; and Lachemi, M., “High-Early-Strength Ductile Cementitious Composites with Characteristics of Low Early-Age Shrinkage for Repair of Infrastructures,” Materials and Structures, V. 48, No. 5, 2015, pp. 1389-1403.10.1617/s11527-013-0241-z ↗
17. Wang, S., and Li, V. C., “High-Early-Strength Engineered Cementitious Composites,” ACI Materials Journal, V. 103, No. 2, Mar.-Apr. 2006, pp. 97-105.10.14359/15260 ↗
18. Seehra, S. S.; Gupta, S.; and Kumar, S., “Rapid Setting Magnesium Phosphate Cement for Quick Repair of Concrete Pavements—Characterization and Durability Aspects,” Cement and Concrete Research, V. 23, No. 2, 1993, pp. 254-266. doi: 10.1016/0008-8846(93)90090-V10.1016/0008-8846(93)90090-V ↗
19. Knöfel, D., and Wang, J. F., “Properties of Three Newly Developed Quick Cements,” Cement and Concrete Research, V. 24, No. 5, 1994, pp. 801-812. doi: 10.1016/0008-8846(94)90001-910.1016/0008-8846(94)90001-9 ↗
20. Sprinkel, M. M., “Very-Early-Strength Latex-Modified Concrete Overlay,” Report No. VTRC99-TAR3, Virginia Department of Transportation, Richmond, VA, 1998, 11 pp.
21. Lura, P.; Bentz, D. P.; Lange, D. A.; Kovler, K.; and Bentur, A., “Pumice Aggregates for Internal Water Curing,” PRO 36: Proceedings of the International RILEM Symposium on Concrete Science & Engineering, RILEM Publications S.A.R.L., Bagneux, France, 2004, pp. 137-151.10.1617/2912143586.013 ↗
22. FHWA-RD-99-152, “Manual of Practice: Materials and Procedures for Rapid Repair of Partial-Depth Spalls in Concrete Pavements,” Federal Highway Administration, Washington, DC, 1999, 135 pp.
23. Anderson, J., “Paving Repair Finds a Four-Hour Champion,” Concrete Construction, V. 46, No. 12, 2001, pp. 69-70.
24. Li, S.; Geissert, D. G.; Li, S. E.; Frantz, G. C.; and Stephens, E. J., “Durability and Bond of High-Performance Concrete and Repaired Portland Cement Concrete,” Joint Highway Research Advisory Council, Project JHR97-257, University of Connecticut, Storrs, CT, 1997, 232 pp.
25. Momayez, A.; Ehsani, M. R.; Ramezanianpour, A. A.; and Rajaie, H., “Comparison of Methods for Evaluating Bond Strength between Concrete Substrate and Repair Materials,” Cement and Concrete Research, V. 35, No. 4, 2005, pp. 748-757. doi: 10.1016/j.cemconres.2004.05.02710.1016/j.cemconres.2004.05.027 ↗
26. Silfwerbrand, J., “Shear Bond Strength in Repaired Concrete Structures,” Materials and Structures, V. 36, No. 6, 2003, pp. 419-424. doi: 10.1007/BF0248106810.1007/BF02481068 ↗
27. Geissert, D. G.; Li, S. E.; Frantz, G. C.; and Stephens, J. E., “Splitting Prism Test Method to Evaluate Concrete-to-Concrete Bond Strength,” ACI Materials Journal, V. 96, No. 3, May-June 1999, pp. 359-366.10.14359/634 ↗
28. Wall, J. S., and Shrive, N. G., “Factors Affecting Bond between New and Old Concrete,” ACI Materials Journal, V. 85, No. 2, Mar.-Apr. 1988, pp. 117-125.10.14359/2329 ↗
29. Abu-Tair, A. I.; Rigden, S. R.; and Burley, E., “Testing the Bond between Repair Materials and Concrete Substrate,” ACI Materials Journal, V. 93, No. 6, Nov.-Dec. 1996, pp. 553-558.10.14359/9861 ↗
30. Harris, D. K.; Sarkar, J.; and Ahlborn, T. M., “Characterization of Interface Bond of Ultra-High-Performance Concrete Bridge Deck Overlays,” Transportation Research Record, V. 2240, No. 1, 2011, pp. 40-49. doi: 10.3141/2240-0710.3141/2240-07 ↗
31. Harris, D. K.; Sarkar, J.; and Ahlborn, T. M., “Interface Bond Characterization of Ultra-High Performance Concrete Overlays,” Transportation Research Board 90th Annual Meeting, Washington, DC, 2011.
32. Espeche, A. D., and Leon, J., “Estimation of Bond Strength Envelopes for Old-to-New Concrete Interfaces Based on a Cylinder Splitting Test,” Construction and Building Materials, V. 25, No. 3, 2011, pp. 1222-1235. doi: 10.1016/j.conbuildmat.2010.09.03210.1016/j.conbuildmat.2010.09.032 ↗
33. ASTM C882-99, “Standard Test Method for Bond Strength of Epoxy-Resin Systems Used With Concrete By Slant Shear,” ASTM International, West Conshohocken, PA, 1999, 4 pp.
34. ASTM D4541-02, “Standard Test Method for Pulloff Strength of Coatings Using Portable Adhesion Testers,” ASTM International, West Conshohocken, PA, 2002, 13 pp.
35. Austin, S.; Robins, P.; and Pan, V., “Tensile Bond Testing of Concrete Repairs,” Materials and Structures, V. 28, No. 5, 1995, pp. 249-259. doi: 10.1007/BF0247325910.1007/BF02473259 ↗
36. Santos, P. M. D., and Julio, E. N. B. S., “Factors Affecting Bond between New and Old Concrete,” ACI Materials Journal, V. 108, No. 4, July-Aug. 2011, pp. 449-456.10.14359/51683118 ↗
37. ACI Committee 546, “Concrete Repair Guide (ACI 546R-04),” American Concrete Institute, Farmington Hills, MI, 2004, 54 pp.
38. Bonaldo, E.; Barros, J. A. O.; and Lourenço, P. B., “Bond Characterization between Concrete Substrate and Repairing SFRC Using Pulloff Testing,” International Journal of Adhesion and Adhesives, V. 25, No. 6, 2005, pp. 463-474. doi: 10.1016/j.ijadhadh.2005.01.00210.1016/j.ijadhadh.2005.01.002 ↗
39. Sprinkel, M. M., and Ozyildirim, C., “Evaluation of High Performance Concrete Overlays Placed on Route 60 over Lynnhaven Inlet in Virginia,” Final Report, Virginia Transportation Research Council, Charlottesville, VA, 2000.
40. Delatte, N. J.; Williamson, M. S.; and Fowler, D. W., “Bond Strength Development of High-Early-Strength Bonded Concrete Overlays,” ACI Materials Journal, V. 97, No. 2, Mar.-Apr. 2000, pp. 201-207.10.14359/824 ↗
41. Júlio, E.; Branco, F.; and Silva, V. D., “Concrete-to-Concrete Bond Strength. Influence of the Roughness of the Substrate Surface,” Construction and Building Materials, V. 18, No. 9, 2004, pp. 675-681. doi: 10.1016/j.conbuildmat.2004.04.02310.1016/j.conbuildmat.2004.04.023 ↗