Combining fiber-reinforced concrete with traditional reinforcement in tunnel linings

Engineering Structures - Tập 31 - Trang 1600-1606 - 2009
Bernardino Chiaia1, Alessandro P. Fantilli1, Paolo Vallini1
1Department of Structural and Geotechnical Engineering, Politecnico di Torino, Corso Duca degli Abruzzi 24, 10129 Torino, Italy

Tài liệu tham khảo

Vandewalle, 2005 Nanakorn, 1996, A fracture-mechanics-based design method for SFRC tunnel linings, Tunn. Undergr. Space Technol, 11, 39, 10.1016/0886-7798(96)00050-8 Rilem TC 162–TDF, 2003, σ–ε design method — final recommendation, Mater Struct, 36, 560, 10.1007/BF02480834 Kooiman AG. Modelling steel fibre reinforced concrete for structural design. Ph.D. thesis. Rotterdam: Delft University of Technology, Optima Grafische Communicatie; 2000 Falkner, 2004, SFRC-Shear load bearing capacity and tunnel linings, 111 Mashimo H., Isago N., Yoshinaga S., Shiroma H., Baba K.. Experimental investigation on load-carrying capacity of concrete tunnel lining. In: AITES-ITA, editor. 28th ITA general assembly and world tunnel congress. 2002 Gettu, 2004, Steel fiber reinforced concrete for the Barcelona metro line 9 tunnel lining, 141 Toutlemond, 2000, Tunnel precast segments: An SFRC alternative?, 171 Plizzari, 2006, Steel fibers as reinforcement for precast tunnel segments Dahl, 1996, Sonderkonstruktionen im Tunnelbau, Schrift. iBMB TU Braunschw, 126, 125 Dahl, 2002, Stahlfaserbeton aus der Sicht eines Bauunternehmers, der Schrift. iBMB TU Braunschw Braunschw Bauseminar, 164, 119 Chiaia, 2007, Evaluation of minimum reinforcement ratio in FRC members and application to tunnel linings, Mater Struct, 40, 593, 10.1617/s11527-006-9166-0 Falkner, 2005, Steel fibre reinforced concrete, from research to standards, Concr Struct Annu Tech J Hung Group Fib, 6, 39 ENV 1992-1-1, Eurocode 2. Design of concrete structures–Part 1: General rules and rules for buildings. 2003 ACI 318-95, 1995 Schumacher P. Rotation capacity of self-compacting steel fiber reinforced concrete. Ph.D. thesis. Delft University of Technology; 2006 Fantilli, 1998, Flexural deformability of reinforced concrete beams, ASCE J Struct Eng, 124, 1041, 10.1061/(ASCE)0733-9445(1998)124:9(1041) Fantilli, 2004, Tension stiffening range in FRC elements, 847 Chiaia B, Fantilli AP, Vallini P. Evaluation of crack width in FRC structures and application to tunnel linings. Mater Struct. 2008 [in press] C.E.B., 1993 Harajli, 2002, Bond-slip response of reinforcing bars embedded in plain and fibre concrete, ASCE J Mater Civil Eng, 14, 503, 10.1061/(ASCE)0899-1561(2002)14:6(503) Hillerborg, 1976, Analysis of crack growth in concrete by means of fracture mechanics and finite elements, Cem. Concr Res, 6, 773, 10.1016/0008-8846(76)90007-7 Hillerborg, 1980, Analysis of fracture by means of the fictitious crack model, particularly for fibre reinforced concrete, Int J Cem Compos, 2, 177 Tan, 1995, Cracking characteristics of reinforced steel fiber concrete beams under short- and long- term loadings, Adv Cement Based Mater, 2, 127, 10.1016/1065-7355(95)90013-6 PHASE2, 2005 Schwartz, 1979, Vol. 1 Fantilli, 2006, Size effect in modeling the rock mass response to the excavation of a tunnel