Experimental and numerical modeling of basalt textile reinforced mortar behavior under uniaxial tensile stress

Materials and Design

Volumn 55, Issue , 2014, Pages 66-74

  Larrinaga, Pello ^a   Chastre, Carlos ^a   Biscaia, Hugo C ^b   San José, José T ^c  

^a TECNALIA RESEARCH AND INNOVATION   (Spain)

^b UNIVERSIDADE NOVA DE LISBOA   (Portugal)

^c UNIVERSITY OF THE BASQUE COUNTRY UPV EHU   (Spain)

Author keywords

Basalt; Modeling; Mortar; Numerical; Tensile; Textile

Indexed keywords

BASALT; BEAMS AND GIRDERS; CONCRETES; MODELS; REINFORCED CONCRETE; REINFORCEMENT; TENSILE TESTING; TEXTILES;

CONSTITUENT MATERIALS; EXPERIMENTAL CAMPAIGN; FIBER REINFORCED POLYMERS; MECHANICAL BEHAVIOR; NUMERICAL; STRUCTURAL ELEMENTS; TENSILE; TEXTILE-REINFORCED MORTARS;

MORTAR;

EID: 84886613165     PISSN: 02613069     EISSN: 18734197     Source Type: Journal    
DOI: 10.1016/j.matdes.2013.09.050     Document Type: Article

References (39)

1. Ombres L. Flexural analysis of reinforced concrete beams strengthened with a cement based high strength composite materials. Compos Struct 2011, 94:143-155.
2. Triantafillou T.C., Papanicolau C.G. Shear strengthening of RC members with textile reinforced mortar (TRM) jackets. Mater Struct 2007, 39:85-93.
3. Larrinaga P, San-José JT, García D, Garmendia L, Díez J. Experimental study of the flexural behaviour of low performance rc beams strengthened with textile reinforced mortar. In: Proceedings of the international RILEM conference on material science (MatSci). Aachen, Germany, vol. 1; 2010. p. 235-44.
4. Larrinaga P., San-José J.T., García D., Garmendia L. Refuerzo a flexión de hormigón de bajas prestaciones mediante materiales compuestos de matriz inorgánica. Hormigón y Acero. Revista trimestral de ACHE 2012, 63-266:79-93.
5. Bournas D., Lontou P., Papanicolau C.G., Triantafillou T.C. Textile-reinforced mortar (TRM) versus FRP confinement in reinforced concrete columns. ACI Struct J 2007, 104(6):740-748.
6. Peled A., Bentur A. Fabric structure and its reinforcing efficiency in textile reinforced cement composites. Composites: Part A 2003, 34:107-118.
7. Hegger J, Will N, Bentur A, Curbach M, Mobasher B, Pelled A, Wastiels J. Mechanical behaviour of textile reinforced concrete. textile reinforced concrete. State-of-the-art Report of RILEM TechnicalCimittee 201-TRC 2006. p. 133-86.
8. Jesse F., Will N., Curbach M., Hegger J. Load bearing behaviour of textile reinforced behaviour. Textile reinforced concrete 2008, 59-68. ACI Special Publication (SP). A. Dubey (Ed.).
9. Jesse F. Tragverhalten von filamentgarnen in zementgebundener matrix. PhD Thesis, Dresden: Fakulty of Civil Engineering, Technische Universität Dresden. 2005.
10. Peled A., Bentur A. Geometrical characteristics and efficiency of textile fabrics for reinforcing cement composites. Cem Concr Res 2000, 30(5):781-790.
11. Di Ludovico M, Prota A, Manfredi G. Concrete confinement using innovative materials: basalt reinforced mortar (BRM). In: Torres Marques et al. (Eds.), Proceedings of the challenges for civil construction - CCC2008. FEUP, Porto, Portugal, 2008. p. 124-25.
12. Borham T.M. Properties of glass concrete reinforced with short basalt. Mater Des 2012, 42:265-271.
13. OPERHA. Open and fully compatible next generation of strengthening system for the rehabilitation of mediterranean building heritage. Contract no. 517765 (INCO), 6th FP. 2006-2008.
14. Sim J., Park C., Moon D.Y. Characteristics of basalt fiber as a strengthening material for concrete structures. Composites Part B 2005, 36:504-512.
15. Garmendia L., San-José J.T., García D., Larrinaga P. Rehabilitation of masonry arches with compatible advanced composite material. Constr Build Mater 2011, 25(12):4374-4385.
16. Curbach M. Textile reinforced structures. In: Proceedings of the 2nd colloquium of textile reinforced structures (CTRS2), Dresden 2003. p. 29-9.
17. Larrinaga P. Flexural strengthening of low grade concrete through the use of new cement-based composite materials. PhD Thesis, University of the Basque Country, Spain. 2011.
18. Keil A, Cuypers H, Raupach M, Wastiels J. Study of the bond in textile reinforced concrete: influence of matrix and interface modification. In: Torres Marques et al. (Eds.), Proceedings of the challenges for civil construction - CCC2008. FEUP, Porto, Portugal. 2008.
19. García D. Experimental and numerical analysis of stone masonry walls strengthened with advanced composite materials. PhD Thesis, University of the Basque Country, Spain. 2009.
20. UNE-EN 1015-11:1999. Métodos de ensayo para morteros de albañilería. Parte 11: Determinación de la resistencia a flexión y a compresión del mortero endurecido. Asociación Española de Normalización y Certificación. AENOR. 1999.
21. Haüßler-Combe U., Hartig J. Bond and failure mechanism of textile reinforced concrete (TRC) under uniaxial tensile loading. Cem Concr Compos 2007, 29:279-289.
22. Hegger J., Voss S. Investigations on the bearing behaviour and application potential of textile reinforced concrete. Eng Struct 2008, 30:2050-2056.
23. Cuypers H, Wastiels J. A stochastic cracking theory for the introduction of matrix multiple cracking in textile reinforced concrete under tensile loading. In: Proceedings of the 1st international RILEM symposium. RILEM Technical Committee 201-TRC. Aachen, Germany 2006. p. 193-02.
24. Triantafillou TC, Papanicolau CG. Textile reinforced mortars (TRM) versus fiber reinforced polymers (FRP) as strengthening materials of concrete structures. In: Proceedings of FRPRCS7 - 7th international symposium fiber-reinforced polymer reinforcement for concrete structures. New Orleans, USA, 2005. p. 99-18.
25. Aveston J, Cooper GA, Kelly A. Single and multiple fracture, the properties of fibre composites. In: Proceedings of the conference national physical laboratories, IPC Science and Technology Press Ltf. London, 1971. p. 15-24.
26. Aveston J., Kelly A. Theory of multiple fracture of fibrous composites. J Mat Sci 1973, 8:411-461.
27. Curtin W.A. Stochastic damage evolution and failure in fibre-reinforced composites. Adv Appl Mech 1999, 36:163-253.
28. Da Silva A.R.C. Probabilistic approach to predict cracking in lightly reinforced microconcrete panels. J Eng Mech 2004, 8(130):931-941.
29. Mobasher B., Pahilajani J., Peled A. Analytical simulation of tensile response of fabric reinforced cement based composites. Cem Concr Compos 2006, 28:77-89.
30. Widom B. Random sequential addition of hard spheres to a volume. J Chem Phys 1966, 44:3888-3894.
31. Cervenka V., Jendele L., Cervenka J. ATENA program documentation. Part 1 - Theory 2009, Cervenka Consulting, Prague.
32. Faria D., Biscaia H.C., Lúcio V., Ramos P. Material and geometrical parameters affecting punching of reinforced concrete flat slabs with orthogonal reinforcement 2010, IABSE-FIB Conference Cavtat, Dubrovnik-Neretva County, Croatia, p. 3-5.
33. Cervenka J., Bazant Z.P., Wierer M. Equivalent localization element for crack band approach to mesh-sensitivity in microplane model. Int J Numer Meth Eng 2005, 62:700-726.
34. Menétrey P., William K.J. Triaxial failure criterion for concrete and its generalization. ACI Struct J 1995, 92(3):311-318.
35. Biscaia H., Chastre C., Silva M.A.G. Linear and non-linear analysis of bond-slip models for interfaces between FRP composites and concrete. Compos: Part B J 2013, 45(1):1554-1568.
36. De Lorenzis, Nanni A. Bond between near surface mounted FRP rods and concrete in structural strengthening. ACI Struct J 2002, 99(2):123-133.
37. Neubauer U, Rostásy FS. Design aspects of concrete structures strengthened with externally bonded CFRP-plates. In: Proceedings of the 7th international conference on structural faults and repairs, vol. 2; 1997. p. 109-18.
38. Teng J.G., Chen J.F., Smith S.T., Lam L. FRP strengthened RC structures 2001, John Wiley and Sons Ltd., Chichester (England).
39. Biscaia H., Chastre C., Silva M.A.G. Non-linear numerical analysis of the debonding failure process of FRP-to-concrete interfaces. Compos Part B: Eng 2013, 50:210-223.