Non-linear analysis of side-plated RC beams considering longitudinal and transversal interlayer slips |
Kolsek, Jerneja
(ZAG - Slovenian National Building and Civil Engineering Institute)
Hozjan, Tomaz (University of Ljubljana, Faculty of Civil and Geodetic Engineering) Kroflic, Ales (University of Ljubljana, Faculty of Civil and Geodetic Engineering) Saje, Miran (University of Ljubljana, Faculty of Civil and Geodetic Engineering) Planinc, Igor (University of Ljubljana, Faculty of Civil and Geodetic Engineering) |
1 | Thomsen, H., Spacone, E., Limkatanyu, S. and Camata, G. (2004), "Failure mode analyses of reinforced concrete beams strengthened in flexure with externally bonded fiber-reinforced polymers", J. Compos. Construct., 8(2), 123-131. DOI ScienceOn |
2 | Smith, S.T., Bradford, M.A. and Oehlers, D.J. (1999a), "Local buckling of side-plated reinforced-concrete beams. I: Theoretical study", Comput. Concrete, 8(1), 71-96. |
3 | Smith, S.T., Bradford, M.A. and Oehlers, D.J. (1999b), "Local buckling of side-plated reinforced-concrete beams. II: Experimental study", J. Struct. Eng., 125(6), 635-643. DOI |
4 | Oehlers, D.J., Nguyen, N.T., Ahmed, M. and Bradford, M.A. (1997), "Transverse and longitudinal partial interaction in composite bolted side-plated reinforced-concrete beams", Struct. Eng. Mech., Int. J., 5(5), 553-564. DOI |
5 | Milner, H.R. and Tan, H.H. (2001), "Modelling deformation in nailed, thin-webbed timber box beams", Comput. Struct., 79(29-30), 2541-2546. DOI ScienceOn |
6 | Nguyen, N.T., Oehlers, D.J. and Bradford, M.A. (2001), "An analytical model for reinforced concrete beams with bolted side plates accounting for longitudinal and transverse partial interaction", Int. J. Solid. Struct., 38(38-39), 6985-6996. DOI ScienceOn |
7 | Oehlers, D.J., Ahmed, M., Nguyen, N.T. and Bradford, M.A. (2000), "Retrofitting reinforced concrete beams by bolting steel plates to their sides. Part 2. Transverse interaction and rigid plastic design", Struct. Eng. Mech., Int. J., 10(3), 227-243. DOI |
8 | Oehlers, D.J. and Seracino, R. (2004), Design of FRP and Steel Plated RC Structures, Elsevier, Oxford, UK. |
9 | Planinc, I., Saje, M. and Cas, B. (2001), "On the local stability condition in the planar beam finite element", Struct. Eng. Mech., Int. J., 12(5), 507-526. DOI ScienceOn |
10 | Pan, J.L. and Leung, C.K.Y. (2008), "Effect of end tapering on crack-induced FRP debonding from the concrete substrate", J. Compos. Construct., 12(1), 15-24. DOI ScienceOn |
11 | Ranzi, G., Gara, F. and Ansourian, P. (2006), "General method of analysis for composite beams with longitudinal and transverse partial interaction", Comput. Struct., 84(31-32), 2373-2384. DOI ScienceOn |
12 | Reissner, E. (1972), "On one-dimensional finite-strain beam theory: The plane problem", J. Appl. Math. Phys., 23(5), 795-804. DOI ScienceOn |
13 | Schnabl, S., Planinc, I., Saje, M., Cas, B. and Turk, G. (2006), "An analytical model of layered continuous beams with partial interaction", Struct. Eng. Mech., Int. J., 22(3), 263-278. DOI |
14 | Siu, W.H. and Su, R.K.L. (2010), "Effects of plastic hinges on partial interaction behaviour of bolted side-plated beams", J. Construct. Steel Res., 66(5), 622-633. DOI ScienceOn |
15 | Siu, W.H. and Su, R.K.L. (2011), "Analysis of side-plated reinforced concrete beams with partial interaction", J. Construct. Steel Res., 66(5), 622-633. |
16 | Cas, B., Saje, M. and Planinc, I. (2004a), "Non-linear finite element analysis of composite planar frames with an interlayer slip", Comput. Struct., 82(23-26), 1901-1912. DOI ScienceOn |
17 | Cas, B., Saje, M. and Planinc, I. (2004b), "Non-linear analysis of composite steel-concrete beams with incomplete interaction", Steel Compos. Struct., Int. J., 4(6), 489-507. DOI ScienceOn |
18 | Ahmed, M. (1996), "Strengthening of reinforced concrete beams by bolting steel plates to their sides", Master of Engineering Science Thesis, The University of Adelaide, Australia. |
19 | Alfano, G. and Crisfield, M.A. (2001), "Finite element interface models for the delamination analysis of laminated composites: mechanical and computational issues", Int. J. Numer. Method. Eng., 50(7), 1701-1736. DOI ScienceOn |
20 | Bergan, P.G. and Holand, I. (1979), "Nonlinear finite element analysis of concrete structures", Comput. Methods Appl. Mech. Eng., 17-18(2), 443-467. DOI ScienceOn |
21 | Eurocode 2 (2005), ENV 1992-1-1, Eurocode 2: Design of concrete structures - Part 1-1: General rules and rules for buildings, Brussels, Belgium. |
22 | Desayi, P. and Krishnan, S. (1964), "Equation for the stress-strain curve of concrete", J. Am. Concr. Inst. 61(3), 345-350. |
23 | Gara, F., Ranzi, G. and Leoni, G. (2006), "Displacement based formulations for composite beams with longitudinal slip and vertical uplift", Int. J. Numer. Method. Eng., 68(8), 1197-1220. |
24 | Hjelmstad, K.D. (2005), Fundamentals of Structural Mechanics, (2nd Edition), Springer (India) Pvt. Ltd., New Delhi, India. |
25 | Kolsek, J., Hozjan, T., Saje, M. and Planinc, I. (2013), "Analytical solution of linear elastic beams cracked in flexure and strengthened with side plates", J. Compos. Mater., 47(22), 2847-2864. DOI ScienceOn |
26 | Liu, I.S.T., Oehlers, D.J. and Seracino, R. (2006), "Tests on the ductility of reinforced concrete beams retrofitted with FRP and steel near surface mounted plates", J. Compos. Construct., 10(2), 106-114. DOI ScienceOn |
27 | Kroflic, A., Planinc, I., Saje, M. and Cas, B. (2010a), "Analytical solution of two-layer beam including interlayer slip and uplift", Struct. Eng. Mech., Int. J., 34(6), 667-683. DOI |
28 | Kroflic, A., Planinc, I., Saje, M., Turk, G. and Cas, B. (2010b), "Non-linear analysis of two-layer timber beams considering interlayer slip and uplift", Eng. Struct., 32(6), 1617-1630. DOI ScienceOn |
29 | Su, R.K.L., Siu, W.H. and Smith, S.T. (2010), "Effects of bolt-plate arrangements on steel plate strengthened reinforced concrete beams", Eng. Struct., 32(6), 1769-1778. DOI |
30 | Schnabl, S., Saje, M., Turk, G. and Planinc, I. (2007), "Analytical solution of two-layer beam taking into account interlayer slip and shear deformation", J. Struct. Eng., 133(6), 886-894. DOI ScienceOn |