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Carbon textile reinforced concrete: materials and structural analysis

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Abstract

Textile reinforced concrete (TRC) is a composite made of a cementitious matrix and non-corrosive fabrics with excellent mechanical behavior and elevated load-bearing capacity. Therefore, TRC is highly recommended for structural applications. Due to the reinforcement’s non-corrosive property, this material is interesting in replacing the reinforced concrete (RC). This work presents a study on the characterization of carbon TRCs under tensile and bending loadings. Direct tensile tests were performed and the effect of the polymeric coating used on the fabric manufacturing, the number of layers and an epoxy resin and sand coating was analyzed. The results showed that the composites mechanical behavior depends mainly on the reinforcement-matrix bond. In order to evaluate the fabric-matrix interface, pull-out tests were carried on. The TRC potential as a structural application is also addressed. Thus, structural beams reinforced with carbon TRC with and without dispersed steel fibers on the matrix were submitted to bending. Compared with RC, the TRC beams presented less ductile behavior. Nevertheless, the current standards for the concrete structures design establish a maximum element displacement of span/250. At this level, the load–displacement curves of TRC and RC beams were coincident, and the applied load was considerably distant from the failure load.

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References

  1. Naaman AE (2010) Textile reinforced cement composites: competitive status and research directions. In: International RILEM conference on materials science (MatSci), pp 3–22

  2. Zhu D, Gencoglu M, Mobasher B (2009) Low velocity flexural impact behavior of AR glass fabric reinforced cement composites. Cem Concr Compos 31:379–387. https://doi.org/10.1016/j.cemconcomp.2009.04.011

    Article  Google Scholar 

  3. de Silva FA, Butler M, Mechtcherine V et al (2011) Strain rate effect on the tensile behaviour of textile-reinforced concrete under static and dynamic loading. Mater Sci Eng A 528:1727–1734. https://doi.org/10.1016/j.msea.2010.11.014

    Article  Google Scholar 

  4. Barhum R, Mechtcherine V (2012) Effect of short, dispersed glass and carbon fibres on the behaviour of textile-reinforced concrete under tensile loading. Eng Fract Mech 92:56–71. https://doi.org/10.1016/j.engfracmech.2012.06.001

    Article  Google Scholar 

  5. Du Y, Zhang M, Zhou F, Zhu D (2017) Experimental study on basalt textile reinforced concrete under uniaxial tensile loading. Constr Build Mater 138:88–100. https://doi.org/10.1016/j.conbuildmat.2017.01.083

    Article  Google Scholar 

  6. Du Y, Zhang X, Zhou F et al (2018) Flexural behavior of basalt textile-reinforced concrete. Constr Build Mater 183:7–21. https://doi.org/10.1016/j.conbuildmat.2018.06.165

    Article  Google Scholar 

  7. Silva F de A, Filho RDT, Filho JAM, Fairbairn EMR (2007) Effect of reinforcement ratio on the mechanical response of compression molded sisal fiber textile reinforced concrete. In: High performance fiber reinforced cement composites (HPFRCC5), pp 175–182

  8. de Silva FA, Mobasher B, Filho RDT (2009) Cracking mechanisms in durable sisal fiber reinforced cement composites. Cem Concr Compos 31:721–730. https://doi.org/10.1016/j.cemconcomp.2009.07.004

    Article  Google Scholar 

  9. Hakamy A, Shaikh FUA, Low IM (2014) Characteristics of hemp fabric reinforced nanoclay-cement nanocomposites. Cem Concr Compos 50:27–35. https://doi.org/10.1016/j.cemconcomp.2014.03.002

    Article  Google Scholar 

  10. Fidelis MEA, de Andrade Silva F, Toledo Filho RD (2014) The influence of fiber treatment on the mechanical behavior of jute textile reinforced concrete. Key Eng Mater 600:469–474. https://doi.org/10.4028/www.scientific.net/KEM.600.469

    Article  Google Scholar 

  11. Dvorkin D, Poursaee A, Peled A, Weiss WJ (2013) Influence of bundle coating on the tensile behavior, bonding, cracking and fluid transport of fabric cement-based composites. Cem Concr Compos 42:9–19. https://doi.org/10.1016/j.cemconcomp.2013.05.005

    Article  Google Scholar 

  12. Dvorkin D, Peled A (2016) Effect of reinforcement with carbon fabrics impregnated with nanoparticles on the tensile behavior of cement-based composites. Cem Concr Res 85:28–38. https://doi.org/10.1016/j.cemconres.2016.03.008

    Article  Google Scholar 

  13. Halvaei M, Latifi M, Jamshidi M (2018) Study of the microstructure and flexural behavior of cementitious composites reinforced by surface modified carbon textiles. Constr Build Mater 158:243–256. https://doi.org/10.1016/j.conbuildmat.2017.10.044

    Article  Google Scholar 

  14. Brameshuber W (2006) Report 36: textile reinforced concrete-state-of-the-art report of RILEM TC 201-TRC. Rilem Publications, Paris

    Google Scholar 

  15. Brückner A, Ortlepp R, Curbach M (2006) Textile reinforced concrete for strengthening in bending and shear. Mater Struct 39:741–748. https://doi.org/10.1617/s11527-005-9027-2

    Article  Google Scholar 

  16. Ambrisi AD, Focacci F (2011) Flexural strengthening of RC beams with cement-based composites. J Compos Constr 15:707–720. https://doi.org/10.1061/(ASCE)CC.1943-5614.0000218

    Article  Google Scholar 

  17. Kouris LAS, Triantafillou TC (2018) State-of-the-art on strengthening of masonry structures with textile reinforced mortar (TRM). Constr Build Mater 188:1221–1233. https://doi.org/10.1016/j.conbuildmat.2018.08.039

    Article  Google Scholar 

  18. Koutas LN, Tetta Z, Bournas DA, Triantafillou TC (2019) Strengthening of concrete structures with textile reinforced mortars: state-of-the-art review. J Compos Constr. https://doi.org/10.1061/(ASCE)CC.1943-5614.0000882

    Article  Google Scholar 

  19. Ombres L (2011) Flexural analysis of reinforced concrete beams strengthened with a cement based high strength composite material. Compos Struct 94:143–155. https://doi.org/10.1016/j.compstruct.2011.07.008

    Article  Google Scholar 

  20. Al-Salloum YA, Elsanadadey HM, Alsayed SH, Iqbal RA (2012) Experimental and numerical study for the shear strengthening of reinforced concrete beams using textile-reinforced mortar. J Compos Constr 16:74–90. https://doi.org/10.1061/(ASCE)CC.1943-5614.0000239

    Article  Google Scholar 

  21. Schladitz F, Frenzel M, Ehlig D, Curbach M (2012) Bending load capacity of reinforced concrete slabs strengthened with textile reinforced concrete. Eng Struct 40:317–326. https://doi.org/10.1016/j.engstruct.2012.02.029

    Article  Google Scholar 

  22. Loreto G, Leardini L, Arboleda D, Nanni A (2013) Performance of RC slab-type elements strengthened with fabric-reinforced cementitious-matrix composites. J Compos Constr 18:A4013003. https://doi.org/10.1061/(ASCE)CC.1943-5614.0000415

    Article  Google Scholar 

  23. Babaeidarabad S, De Caso F, Nanni A (2013) URM walls strengthened with fabric-reinforced cementitious matrix subjected to diagonal compression. J Compos Constr 18:04013045. https://doi.org/10.1061/(ASCE)CC.1943-5614.0000441

    Article  Google Scholar 

  24. Babaeidarabad S, Loreto G, Nanni A (2014) Flexural strengthening of RC beams with an externally bonded fabric-reinforced cementitious matrix. J Compos Constr 18:04014009-1–04014009-12

    Google Scholar 

  25. Azam R, Soudki K (2014) FRCM strengthening of shear-critical RC beams. J Compos Constr 18:04014012. https://doi.org/10.1061/(ASCE)CC.1943-5614.0000464

    Article  Google Scholar 

  26. Tetta ZC, Triantafillou TC, Bournas DA (2018) On the design of shear-strengthened RC members through the use of textile reinforced mortar overlays. Compos Part B Eng 147:178–196. https://doi.org/10.1016/j.compositesb.2018.04.008

    Article  Google Scholar 

  27. Schumann A, Michler H, Schladitz F, Curbach M (2018) Parking slabs made of carbon reinforced concrete. Struct Concr 19:647–655. https://doi.org/10.1002/suco.201700147

    Article  Google Scholar 

  28. May S, Michler H, Schladitz F, Curbach M (2018) Lightweight ceiling system made of carbon reinforced concrete. Struct Concr. https://doi.org/10.1002/suco.201700224

    Article  Google Scholar 

  29. May S, Steinbock O, Michler H, Curbach M (2018) Precast slab structures made of carbon reinforced concrete. Structures. https://doi.org/10.1016/j.istruc.2018.11.005

    Article  Google Scholar 

  30. Salmon DC, Einea A, Tadros MK, Culp TD (1997) Full scale testing of precast concrete sandwich panels. ACI Struct J 94:239–247

    Google Scholar 

  31. Hegger J, Zell M, Horstmann M (2008) Textile reinforced concrete-realization in applications. Symp Tailor Made Concr Struct. https://doi.org/10.1201/9781439828410.ch61

    Article  Google Scholar 

  32. Hegger J, Schneider H, Sherif A et al (2004) Exterior cladding panels as an application of textile reinforced concrete. Am Concr Inst 224:55–70

    Google Scholar 

  33. Colombo IG, Colombo M, Di Prisco M (2015) Bending behaviour of textile reinforced concrete sandwich beams. Constr Build Mater 95:675–685. https://doi.org/10.1016/j.conbuildmat.2015.07.169

    Article  Google Scholar 

  34. Anh Nguyen V, Jesse F, Curbach M (2016) Experiments to establish the loadbearing behaviour of lightweight sandwich beams using textile-reinforced and expanded polystyrene concrete. Struct Concr 17:760–767. https://doi.org/10.1002/suco.201500156

    Article  Google Scholar 

  35. Junes A, Si Larbi A (2016) An experimental and theoretical study of sandwich panels with TRC facings: use of metallic connectors and TRC stiffeners. Eng Struct 113:174–185. https://doi.org/10.1016/j.engstruct.2016.01.042

    Article  Google Scholar 

  36. Scholzen A, Chudoba R, Hegger J (2015) Thin-walled shell structures made of textile-reinforced concrete: Part I: structural design and construction. Struct Concr 16:106–114. https://doi.org/10.1002/suco.201300071

    Article  Google Scholar 

  37. Scholzen A, Chudoba R, Hegger J (2015) Thin-walled shell structures made of textile-reinforced concrete: Part II: experimental characterization, ultimate limit state assessment and numerical simulation. Struct Concr 16:115–124. https://doi.org/10.1002/suco.201400046

    Article  Google Scholar 

  38. Sharei E, Scholzen A, Hegger J, Chudoba R (2017) Structural behavior of a lightweight, textile-reinforced concrete barrel vault shell. Compos Struct 171:505–514. https://doi.org/10.1016/j.compstruct.2017.03.069

    Article  Google Scholar 

  39. Hegger J, Curbach M, Stark A et al (2018) Innovative design concepts: application of textile reinforced concrete to shell structures. Struct Concr 19:637–646. https://doi.org/10.1002/suco.201700157

    Article  Google Scholar 

  40. Poursaee A (2016) Corrosion of steel in concrete structures. Elsevier, Amsterdam

    Book  Google Scholar 

  41. Rodriguez J, Ortega LM, Casal J (1997) Load carrying capacity of concrete structures. Constr Build Mater 11:239–248. https://doi.org/10.1016/S0950-0618(97)00043-3

    Article  Google Scholar 

  42. Stanish K, Hooton RD, Pantazopoulou SJ (1999) Corrosion effects on bond strength in reinforced concrete. ACI Struct J 96:915–921

    Google Scholar 

  43. Almusallam AA (2001) Effect of degree of corrosion on the properties of reinforcing steel bars. Constr Build Mater 15:361–368

    Article  Google Scholar 

  44. Ouglova A, Berthaud Y, Foct F et al (2008) The influence of corrosion on bond properties between concrete and reinforcement in concrete structures. Mater Struct Constr 41:969–980. https://doi.org/10.1617/s11527-007-9298-x

    Article  Google Scholar 

  45. Chand S (2000) Review: carbon fibers for composites. J Mater Sci 35:1303–1313. https://doi.org/10.1023/A:1004780301489

    Article  Google Scholar 

  46. Sauder C, Lamon J, Pailler R (2004) The tensile behavior of carbon fibers at high temperatures up to 2400 °C. Carbon N Y 42:715–725. https://doi.org/10.1016/j.carbon.2003.11.020

    Article  Google Scholar 

  47. Bentur A, Mindess S (2006) Fiber reinforced cementitious composites. CRC Press, Boca Raton

    Google Scholar 

  48. Arboleda D, Babaeidarabad S, Nanni A (2014) Durability of fabric reinforced cementitious matrix (FRCM) composites. In: 7th International conference of frp composites in civil engineering. International Institute for FRP in Construction, pp 1–6

  49. Schuetze E, Lorenz E, Curbach M (2015) Static and dynamic fatigue strength of textile reinforced concrete. In: IABSE symposium report

  50. Peled A, Mechtcherine V, Nicke D, Hempel S (2015) Modifying carbon roving-cement matrix bond by inorganic coating. In: Reinhardt HW, Parra-Montesino GJ, Garrencht H (eds) High performance fiber reinforced cement composites (HPFRCC7). RILEM, Struttgart, Germany, pp 61–67

    Google Scholar 

  51. Schneider K, Michel A, Liebscher M et al (2019) Mineral-impregnated carbon fibre reinforcement for high temperature resistance of thin-walled concrete structures. Cem Concr Compos 97:68–77. https://doi.org/10.1016/j.cemconcomp.2018.12.006

    Article  Google Scholar 

  52. Triantafillou TC (2016) Textile fibre composites in civil engineering. Woodhead Publishing, Sawston

    Google Scholar 

  53. Donnini J, Corinaldesi V, Nanni A (2016) Mechanical properties of FRCM using carbon fabrics with different coating treatments. Compos Part B Eng 88:220–228. https://doi.org/10.1016/j.compositesb.2015.11.012

    Article  Google Scholar 

  54. Xu S, Krüger M, Reinhardt H-W, Ožbolt J (2004) Bond Characteristics of carbon, alkali resistant glass, and aramid textiles in mortar. J Mater Civil Eng 16:356–364. https://doi.org/10.1061/(ASCE)0899-1561(2004)16:4(356)

    Article  Google Scholar 

  55. Brazilian Standard NBR 11578 (1991) Cimento Portland composto. Associação Brasileira de Normas Técnicas (ABNT)

  56. Brazilian Standard NBR 5733 (1991) Cimento Portland de alta resistência inicial. Associação Brasileira de Normas Técnicas (ABNT)

  57. Silva RM de C, Silva F de A (2018) Mechanical and bond behavior of carbon textile reinforced concretes under tensile loading. In: Silva F de A, D’Almeida JRM, Cardoso DCT, Souza LMS (eds) 4th Brazilian conference on composite materials. Rio de Janeiro, pp 289–297

  58. Brazilian Standard NBR 6118 (2014) Projeto de estruturas de concreto-Procedimento

  59. Bähr LT d’Azevedo L (2016) Mechanical behavior and numerical modeling of textile reinforced concrete. Pontifícia Universidade Católica do Rio de Janeiro (PUC-Rio)

  60. Yin S, Wang B, Wang F, Xu S (2017) Bond investigation of hybrid textile with self-compacting fine-grain concrete. J Ind Text 46:1616–1632. https://doi.org/10.1177/1528083716629137

    Article  Google Scholar 

  61. Donnini J, De Caso y Basalo F, Corinaldesi V et al (2017) Fabric-reinforced cementitious matrix behavior at high-temperature: experimental and numerical results. Compos Part B Eng 108:108–121. https://doi.org/10.1016/j.compositesb.2016.10.004

    Article  Google Scholar 

  62. Holz K, Schütze E, Garibaldi P, Curbach M (2018) Determination of Material Properties of TRC Under Cyclic Loads. Spec Publ 324:1.1-1.16

    Google Scholar 

  63. Xu S, Li H (2007) Bond properties and experimental methods of textile reinforced concrete. J Wuhan Univ Technol Mater Sci Ed 22:529–532. https://doi.org/10.1007/s11595-006-3529-9

    Article  Google Scholar 

  64. Hinzen M, Brameshuber W (2007) Influence of short fibres on strength, ductility and crack development of textile reinforced concrete. In: Proceedings of the fifth international RILEM workshop on high performance fiber reinforced cement composites (HPFRCC5). RILEM Proceedings PRO, pp 105–112

  65. Mansur MA, Ong KCG, Paramasivam P (1986) Shear strength of fibrous concrete beams without stirrups. J Struct Eng 112:2066–2079

    Article  Google Scholar 

  66. Lim DH, Oh BH (1999) Experimental and theoretical investigation on the shear of steel fibre reinforced concrete beams. Eng Struct 21:937–944. https://doi.org/10.1016/S0141-0296(98)00049-2

    Article  Google Scholar 

  67. Cucchiara C, La Mendola L, Papia M (2004) Effectiveness of stirrups and steel fibres as shear reinforcement. Cem Concr Compos 26:777–786. https://doi.org/10.1016/j.cemconcomp.2003.07.001

    Article  Google Scholar 

  68. Dinh H, Parra-Montesinos GJ, Wight JK (2011) Shear strength model for steel fiber reinforced concrete beams without stirrup reinforcement. J Struct Eng 137:1039–1051. https://doi.org/10.1061/(ASCE)ST.1943-541X.0000362

    Article  Google Scholar 

  69. Hegger J, Kulas C, Schneider HN, et al (2010) TRC pedestrian bridge-design, load-bearing behavior and production processes of a slender and light-weight construction. In: International RILEM conference on material science. RILEM Publications SARL, pp 353–364

  70. Jelić I, Pavlović MN, Kotsovos MD (1999) A study of dowel action in reinforced concrete beams. Mag Concr Res 51:131–141. https://doi.org/10.1680/macr.1999.51.2.131

    Article  Google Scholar 

  71. Grace NF, Soliman AK, Abdel-Sayed G, Saleh KR (1998) Behavior and ductility of simple and continuous FRP reinforced beams. J Compos Constr 2:186–194. https://doi.org/10.1061/(ASCE)1090-0268(1998)2:4(186)

    Article  Google Scholar 

  72. El-Ariss B (2007) Behavior of beams with dowel action. Eng Struct 29:899–903. https://doi.org/10.1016/j.engstruct.2006.07.008

    Article  Google Scholar 

  73. Henager CH, Doherty TJ (1976) Analysis of reinforced fibrous concrete beams. J Struct Div 102:177

    Google Scholar 

  74. International Federation for Structural Concrete (2012) Fib model code: bulletin 66

  75. Cardoso DCT, Pereira GBS, Silva FA et al (2019) Influence of steel fibers on the flexural behavior of RC beams with low reinforcing ratios: analytical and experimental investigation. Compos Struct 222:110926. https://doi.org/10.1016/j.compstruct.2019.110926

    Article  Google Scholar 

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Acknowledgements

The authors gratefully acknowledge the CNPq and CAPES (Brazilian National Science Foundations) for partial financial support for this work and Solidian GmbH for the donation of the EPX carbon fabric.

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Correspondence to Flávio de Andrade Silva.

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Mansur de Castro Silva, R., de Andrade Silva, F. Carbon textile reinforced concrete: materials and structural analysis. Mater Struct 53, 17 (2020). https://doi.org/10.1617/s11527-020-1448-4

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