journal article·2014-06

Performance of RC Slab-Type Elements Strengthened with Fabric-Reinforced Cementitious-Matrix Composites

Giovanni Loreto, Lorenzo Leardini, Diana Arboleda, Antonio Nanni

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Abstract

The repair and retrofit/rehabilitation of existing concrete and masonry structures have traditionally been accomplished with externally bonded fiber-reinforced polymer (FRP) systems, steel plates, reinforced concrete (RC) overlays, and posttensioning, just to name some of the many techniques presently available. Fabric-reinforced cementitious-matrix (FRCM) composites have recently emerged as an additional strengthening technology. FRCM is a composite material consisting of a sequence of one or more layers of cement-based matrix reinforced with dry-fiber fabric. This paper has three objectives: (1) to review existing guidelines for tensile testing and calculation of FRCM material properties to be used in analysis; (2) to report on some of the results of an experimental program intended to characterize the tensile behavior of FRCM coupons; and (3) to discuss the performance and analysis of concrete RC slab-type elements strengthened with FRCM. The laboratory results demonstrate the technical viability of this new composite material system for strengthening flexural RC members.
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Research context

OpenAlex topics: Structural Behavior of Reinforced Concrete · Masonry and Concrete Structural Analysis · Innovative concrete reinforcement materials

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

Affiliations

Postdoctoral Fellow, Dept. of Civil, Architectural, and Environmental Engineering, Univ. of Miami, 1251 Memorial Dr., Room MEB 307, Coral Gables, FL 33146 (corresponding author).

Master Student, Dept. of Structural Engineering, Politecnico di Milano, Piazza Leonardo da Vinci 32, 20133 Milano, Italy.

Ph.D. Candidate, Dept. of Civil, Architectural, and Environmental Engineering, Univ. of Miami, 1251 Memorial Dr., Room MEB 301, Coral Gables, FL 33146.

Lester and Gwen Fisher Endowed Scholar, Professor and Chair, Dept. of Civil, Architectural, and Environmental Engineering, Univ. of Miami, 1251 Memorial Dr., Room MEB 325, Coral Gables, FL 33146.

References (38)

Show source-provided references
1. AC434. (2013). “Proposed acceptance criteria for masonry and concrete strengthening using fiber-reinforced cementitious matrix (FRCM) composite systems.” ICC-Evaluation Service Whittier CA.
2. ACI Committee 549. (in preparation). “Design and construction guide of externally bonded FRCM systems for concrete and masonry repair and strengthening.” American Concrete Institute Farmington Hills MI.
3. ASTM. (2012a). “Standard test methods and definitions for mechanical testing of steel products.” A370 West Conshohocken PA.
4. ASTM. (2012b). “Standard test method for compressive strength of cylindrical concrete specimens.” C39/C39M West Conshohocken PA.
5. 10.1061/(ASCE)CC.1943-5614.000023910.1061/(ASCE)CC.1943-5614.0000239 ↗
6. Arboleda D. · 2012 · 29
7. 10.1016/S0958-9465(02)00054-910.1016/S0958-9465(02)00054-9 ↗
8. Banholzer B. (2004). “Bond behavior of a multi-filament yarn embedded in a cementitious matrix.” PhD dissertation RWTH Aachen Univ. Aachen Germany.
9. 10.1617/s11527-006-9140-x10.1617/s11527-006-9140-x ↗
10. Brameshuber W. ed. (2006). “State of the Art Report 36: Textile Reinforced Concrete.” RILEM TC 201-TRC RILEM 292.
11. Brameshuber W. (2010). “2nd ICTRC Textile Reinforced Concrete.” Int. RILEM Conf. on Material Science W. Brameshuber ed. 417.
12. 10.1617/s11527-005-9027-210.1617/s11527-005-9027-2 ↗
13. 10.1016/j.msea.2011.08.00910.1016/j.msea.2011.08.009 ↗
14. Curbach M. Ortlepp R. and Triantafillou T. C. (2006). “TRC for rehabilitation.” Report of RILEM TC 201-TRC “Textile reinforced concrete—State-of-the-Art.” W. Brameshuber ed. 221–236.
15. Curbach M. and Ortlepp R. (2011). “Reinforced structures (CTRS6) textilbeton in theorie und Praxis.” 6th Colloquium on Textile Berlin.
16. 10.1061/(ASCE)CC.1943-5614.000021810.1061/(ASCE)CC.1943-5614.0000218 ↗
17. Fib bulletin 14. (2001). “Externally bonded FRP reinforcement for RC structures.” Technical Rep. Int. Federation for Structural Concrete Lausanne Switzerland.
18. Gencoglu M. and Mobasher B. (2007). “Monotonic and cyclic flexural behavior of plain concrete beams strengthened by fabric-cement based composites.” Proc. 3rd Int. Conf. on Structural Eng. Mechanics and Computation (SEMC) A. Zingoni ed. Cape Town South Africa 1961–1966.
19. 10.1016/j.cemconcomp.2008.08.00410.1016/j.cemconcomp.2008.08.004 ↗
20. 10.1617/s11527-005-9039-y10.1617/s11527-005-9039-y ↗
21. Mobasher B. (2012). “Mechanics of fiber and textile reinforced cement composites.” CRC Press Boca Raton FL.10.1201/b11181 ↗
22. Concrete repair with externally bonded FRP reinforcement: Examples from Japan
23. Carbon FRP strengthening: new technology becomes mainstream
24. FRCM strengthening—a new tool in the concrete and masonry repair toolbox
25. Ombres L. (2009). “Failure modes in reinforced concrete beams strengthened with PBO fiber reinforced cementitious mortars (FRCM).” Proc. 9th Int. Symp. on Fibre Reinforced Polymers for Reinforced Concrete Structures (FRPRCS-9) D. J. Oehlers M. C. Griffith and R. Seracino eds. July 13–15 Sydney Australia.10.1201/9780203864005.ch62 ↗
26. 10.1016/j.compstruct.2011.07.00810.1016/j.compstruct.2011.07.008 ↗
27. 10.1016/j.engfracmech.2011.06.01210.1016/j.engfracmech.2011.06.012 ↗
28. Ortlepp R. Ortlepp S. and Curbach M. (2004). “Stress transfer in the bond joint of subsequently applied textile reinforced concrete strengthening.” Proc. 6th Int. RILEM Symp. on Fiber-Reinforced Concretes (FRC) M. Di Prisco R. Felicetti and G. A. Plizzari eds. Sept. 20–22 Varenna Italy 1483–1494.
29. 10.1016/j.cemconcomp.2006.05.00310.1016/j.cemconcomp.2006.05.003 ↗
30. 10.1016/j.cemconcomp.2009.07.00410.1016/j.cemconcomp.2009.07.004 ↗
31. 10.1617/s11527-008-9422-610.1617/s11527-008-9422-6 ↗
32. Behavior of concrete columns reinforced with high strength steels
33. 10.1007/s11527-005-9034-310.1007/s11527-005-9034-3 ↗
34. Triantafillou T. C. (2007). “Textile-reinforced mortars (TRM) versus fibre-reinforced polymers (FRP) as strengthening and seismic retrofitting materials for reinforced concrete and masonry structures.” Int. Conf. on Advanced Composites in Construction (ACIC07) Univ. of Bath Bath UK.
35. Voss S. and Hegger J. (2006). “Dimensioning of textile reinforced concrete structures.” Proc. 1st Int. RILEM Symp. on Textile Reinforced Concrete J. Hegger W. Brameshuber and N. Will eds. Aachen Germany 151–160.10.1617/2351580087.015 ↗
36. Wiberg A. (2003). “Strengthening of concrete beams using cementitious carbon fiber composites.” PhD dissertation Royal Institute of Technology Stockholm Sweden.
37. Weiland S. Ortlepp R. Brückner A. and Curbach M. (2007). “Strengthening of RC structures with textile reinforced concrete.” ACI SP-244-10 Thin fiber and textile reinforced cementitious systems 157–172.
38. On the multi scale modeling of textile reinforced concrete