Concrete crack reduction in tunnel linings by steel fibre-reinforced concretes

Construction and Building Materials - Tập 44 - Trang 249-259 - 2013
N. Buratti1, B. Ferracuti1, M. Savoia1
1Department of Civil, Chemical, Environmental, and Materials Engineering – DICAM, Structural Engineering, University of Bologna, Italy

Tài liệu tham khảo

di Prisco, 2009, Fibre reinforced concrete: new design perspectives, Mater Struct, 42, 1261, 10.1617/s11527-009-9529-4 Altun, 2007, Effects of steel fiber addition on mechanical properties of concrete and RC beams, Constr Build Mater, 21, 654, 10.1016/j.conbuildmat.2005.12.006 Xu, 2009, Correlations among mechanical properties of steel fiber reinforced concrete, Constr Build Mater, 23, 3468, 10.1016/j.conbuildmat.2009.08.017 Mashimo, 2006, Effect of fiber reinforced concrete on shrinkage crack of tunnel lining, Tunn Undergr Sp Technol, 21, 382, 10.1016/j.tust.2005.12.194 Mashimo, 2004, Numerical approach for design of tunnel concrete lining considering effect of fiber reinforcements, Tunn Undergr Sp Technol, 19, 454 Sorelli LG, Toutlemonde F. On the design of steel fibre reinforced concrete tunnel lining segments. In: 11th International conference on fracture. Turin, Italy; 2005. Gettu, 2006, Fiber concrete tunnel lining, Concr Int, 28, 63 Tiberti G, Plizzari GA, Walraven JC, Blom CBM. Concrete tunnel segments with combined traditional and fibre reinforcement. In: Tailor made concrete structures – new solutions for our society (FIB symposium). Amsterdam, The Netherlands; 2008. p. 605–10. Burgers R, Walraven J, Plizzari GA, Tiberti G. Structural behaviour of SFRC tunnel segments during TBM operations. In: World tunnel congress ITA-AITES. Prague, Czech Republic; 2007. p. 1461–7. Kasper, 2008, Lining design for the district heating tunnel in Copenhagen with steel fibre reinforced concrete segments, Tunn Undergr Sp Technol, 23, 574, 10.1016/j.tust.2007.11.001 Caratelli A, Meda A, Rinaldi Z, Perruzza P, Romualdi P. Precast tunnel segment in fibre reinforced concrete. In: fib Symposium 2011: concrete engineering for excellence and efficiency. Prague, Czech Republic; 2011. p. 579–82. de la Fuente, 2012, A new design method for steel fibre reinforced concrete pipes, Constr Build Mater, 30, 547, 10.1016/j.conbuildmat.2011.12.015 Nanakorn, 1996, A fracture-mechanics-based design method for SFRC tunnel linings, Tunn Undergr Sp Technol, 11, 39, 10.1016/0886-7798(96)00050-8 Japan Railway Construction Company. Recommendation for design and construction of extruded concrete lining method; 1992. Michels, 2012, Steel fibers as only reinforcement for flat slab construction – experimental investigation and design, Constr Build Mater, 26, 145, 10.1016/j.conbuildmat.2011.06.004 Soutsos, 2012, Flexural performance of fibre reinforced concrete made with steel and synthetic fibres, Constr Build Mater, 36, 704, 10.1016/j.conbuildmat.2012.06.042 European Committee for Standardization – CEN. Eurocode 2: design of concrete structures – Part 1–1: General rules and rules for, buildings; 2004. Italian National Research Council – CNR. Guide for the design and construction of fiber-reinforced concrete structures; 2006. Olesen, 2001, Fictitious crack propagation in fiber-reinforced concrete beams, J Eng Mech, 127, 273, 10.1061/(ASCE)0733-9399(2001)127:3(272) Chapman DN, Metje N, Stärk A. Introduction to tunnel construction. Milton Park, Abingdon, Oxon, New York, NY: Spon Press; 2010. RILEM TC 162-TDF. Test and design methods for steel fibre reinforced concrete. σ–ε-Design method. Final recommendation. Mater Struct 2003;36(8):560–7. RILEM TC 162-TDF. Test and design methods for steel fibre reinforced concrete. Design of steel fibre reinforced concrete using the σ–w method: principles and applications. Mater Struct 2002;35(5):262–78. Johnson, 1951, Deformations of reinforced conrete, Int Assoc Bridge Struct Eng (IABSE) Proc, 11, 253 Bischoff, 2003, Tension stiffening and cracking of steel fiber-reinforced concrete, J Mater Civ Eng, 15, 174, 10.1061/(ASCE)0899-1561(2003)15:2(174) FIB. Bulletin 55: model code 2010 – first complete draft, vol. 1; 2012. Italian Committee for Unification – UNI. Steel fibre reinforced concrete – test method for determination of first crach strength and ductility indexes; 2003. Plizzari GA. Studio sperimentale sul comportamento a frattura di calcestruzzi rinforzati con fibre metalliche. Research report for Officine Maccaferri s.p.a.; 2006. Barr, 2003, Round-robin analysis of the RILEM TC 162-TDF beam-bending test: Part 3—Fibre distribution, Mater Struct, 36, 631, 10.1007/BF02483283 Buratti, 2011, Post-cracking behaviour of steel and macro-synthetic fibre-reinforced concretes, Constr Build Mater, 25, 2713, 10.1016/j.conbuildmat.2010.12.022 Gettu, 2005, Study of the distribution and orientation of fibers in SFRC specimens, Mater Struct, 38, 31, 10.1617/14021 Draper, 1998 Stang H, Olesen JF. A fracture mechanics based design approach to FRC. In: Fifth international RILEM symposium of fibre-reinforced concretes (BEFIB). Lyon, France; 2000. RILEM TC 162-TDF. Test and design methods for steel fibre reinforced concrete. σ–ε-Design method. Recommendation. Mater Struct 2000;33(2):75–81. Rossi, 1999, A model for cracking in fibre-reinforced concrete structures, Mater Struct, 32, 125, 10.1007/BF02479439 Barros, 2005, Post-cracking behaviour of steel fibre reinforced concrete, Mater Struct, 38, 47, 10.1007/BF02480574 Jones, 2008, Predicting the flexural load–deflection response of steel fibre reinforced concrete from strain, crack-width, fibre pull-out and distribution data, Mater Struct, 41, 449, 10.1617/s11527-007-9327-9 Lee, 2004, A four-exponential model to describe the behaviour of fibre reinforced concrete, Mater Struct, 37, 464, 10.1007/BF02481583 Prudencio, 2006, Prediction of steel fibre reinforced concrete under flexure from an inferred fibre pull-out response, Mater Struct, 39, 601, 10.1617/s11527-006-9091-2 Hillerborg, 1980, Analysis of fracture by means of the fictitious crack model, particularly for fiber-reinforced concrete, Int J Cem Compos, 2, 177 Li, 1993, Micromechanics of crack bridging in fibre-reinforced concrete, Mater Struct, 26, 486, 10.1007/BF02472808 Ulfkjær, 1995, Analytical model for fictious crack propagation in concrete beams, J Eng Mech, 121, 7, 10.1061/(ASCE)0733-9399(1995)121:1(7) Audet, 2002, Analysis of generalized pattern searches, SIAM J Optimiz, 13, 889, 10.1137/S1052623400378742 Pedersen C. New production process, materials and calculation tecniques for fiber reinforced concrete pipes. Ph.D. Dissertation: Technical University of Denmark; 1996. Casanova, 1996, Analysis of metallic fibre-reinforced concrete beams submitted to bending, Mater Struct, 29, 354, 10.1007/BF02486343 Chiaia, 2009, Evaluation of crack width in FRC structures and application to tunnel linings, Mater Struct, 42, 339, 10.1617/s11527-008-9385-7 Chiaia, 2009, Combining fiber-reinforced concrete with traditional reinforcement in tunnel linings, Eng Struct, 31, 1600, 10.1016/j.engstruct.2009.02.037 Italian Ministry of Infrastructures. Norme Tecniche per le Costruzioni (Building Code); 2008.