Full-scale long-term experiments of simply supported composite beams with solid slabs
Tài liệu tham khảo
CEB-FIB. Comité Euro-international du Béton—Fédération international de la précontrainte. Model Code 1990: design code. London: Thomas Telford; 1993.
Gilbert, 2011
Newmark, 1951, Tests and analysis of composite beams with incomplete interaction, Proceedings of the Society of Experimental Stress Analysis, 9, 75
Girhammar, 1993, Composite beam–columns with interlayer slip-exact analysis, Journal of Structural Engineering, 119, 1265, 10.1061/(ASCE)0733-9445(1993)119:4(1265)
Nie, 2005, Stiffness and capacity of steel–concrete composite beams with profiled sheeting, Engineering Structures, 27, 1074, 10.1016/j.engstruct.2005.02.016
Ranzi, 2007, Direct stiffness analysis of a composite beam–column element with partial interaction, Computers & Structures, 85, 1206, 10.1016/j.compstruc.2006.11.031
Ranzi, 2007, A steel–concrete composite beam model with partial interaction including the shear deformability of the steel component, Engineering Structures, 29, 3026, 10.1016/j.engstruct.2007.02.007
Schnabl, 2007, Analytical solution of two-layer beam taking into account interlayer slip and shear deformation, Journal of Structural Engineering, 133, 886, 10.1061/(ASCE)0733-9445(2007)133:6(886)
Tarantino, 1992, Creep effects in composite beams with flexible shear connectors, Journal of Structural Engineering, 118, 2063, 10.1061/(ASCE)0733-9445(1992)118:8(2063)
Bradford, 1992, Composite beams with partial interaction under sustained loads, Journal of Structural Engineering, 118, 1871, 10.1061/(ASCE)0733-9445(1992)118:7(1871)
Dezi, 1993, Creep in composite continuous beams. I: theoretical treatment, Journal of Structural Engineering, 119, 2095, 10.1061/(ASCE)0733-9445(1993)119:7(2095)
Kwak, 2002, Time-dependent behavior of composite beams with flexible connectors, Computer Methods in Applied Mechanics and Engineering, 191, 3751, 10.1016/S0045-7825(02)00293-1
Bradford, 2010, Generic modelling of composite steel–concrete slabs subjected to shrinkage, creep and thermal strains including partial interaction, Engineering Structures, 32, 1459, 10.1016/j.engstruct.2010.01.024
Amadio, 1993, A finite element model for the study of creep and shrinkage effects in composite beams with deformable shear connections, Costruzioni Metalliche, 4, 213
Ranzi, 2006, Short- and long-term analyses of composite beams with partial shear interaction stiffened by a longitudinal plate, Steel and Composite Structures, 6, 237, 10.12989/scs.2006.6.3.237
Mirza, 2010, Finite element model for long-term behaviour of composite steel–concrete push tests, Steel and Composite Structures, 10, 439, 10.12989/scs.2010.10.1.045
Macorini, 2006, Long-term analysis of steel–concrete composite beams: FE modelling for effective width evaluation, Engineering Structures, 28, 1110, 10.1016/j.engstruct.2005.12.002
Ranzi, 2009, Analysis of composite beams with partial interaction using the direct stiffness approach accounting for time effects, International Journal for Numerical Methods in Engineering, 78, 564, 10.1002/nme.2500
Nguyen, 2010, A space-exact beam element for time-dependent analysis of composite members with discrete shear connection, Journal of Constructional Steel Research, 66, 1330, 10.1016/j.jcsr.2010.04.007
Faella, 2010, Steel–concrete composite beams in partial interaction: closed-form “exact” expression of the stiffness matrix and the vector of equivalent nodal forces, Engineering Structures, 32, 2744, 10.1016/j.engstruct.2010.04.044
Adekola, 1974, The dependence of shear lag on partial interaction in composite beams, International Journal of Solids and Structures, 10, 389, 10.1016/0020-7683(74)90108-5
Dezi, 2001, Time-dependent analysis of shear-lag effect in composite beams, Journal of Engineering Mechanics, 127, 71, 10.1061/(ASCE)0733-9399(2001)127:1(71)
Gara, 2009, A beam finite element including shear lag effect for the time-dependent analysis of steel–concrete composite decks, Engineering Structures, 31, 1888, 10.1016/j.engstruct.2009.03.017
Oven, 1997, An analytical model for the analysis of composite beams with partial interaction, Computers & Structures, 62, 493, 10.1016/S0045-7949(97)80001-2
Dall’Asta, 2002, Non-linear analysis of composite beams by a displacement approach, Computers & Structures, 80, 2217, 10.1016/S0045-7949(02)00268-7
Ayoub, 2005, A force-based model for composite steel–concrete beams with partial interaction, Journal of Constructional Steel Research, 61, 387, 10.1016/j.jcsr.2004.08.004
Sousa, 2010, Displacement-based nonlinear finite element analysis of composite beam–columns with partial interaction, Journal of Constructional Steel Research, 66, 772, 10.1016/j.jcsr.2009.12.015
Jeong, 2005, Partial-interaction analysis with push-out tests, Journal of Constructional Steel Research, 61, 1318, 10.1016/j.jcsr.2005.01.010
Fabbrocino, 2001, Ductility of composite beams under negative bending: an equivalence index for reinforcing steel classification, Journal of Constructional Steel Research, 57, 185, 10.1016/S0143-974X(00)00008-0
Loh, 2006, The effects of partial shear connection in composite flush end plate joints part II—analytical study and design appraisal, Journal of Constructional Steel Research, 62, 391, 10.1016/j.jcsr.2005.07.010
Ranzi, 2006, General method of analysis for composite beams with longitudinal and transverse partial interaction, Computers & Structures, 84, 2373, 10.1016/j.compstruc.2006.07.002
Planinc, 2008, Numerical and experimental analysis of timber composite beams with interlayer slip, Engineering Structures, 30, 2959, 10.1016/j.engstruct.2008.03.007
Fragiacomo, 2005, A finite element model for long-term analysis of timber–concrete composite beams, Structural Engineering and Mechanics, 20, 173, 10.12989/sem.2005.20.2.173
Kim, 2009, Multi-stepwise thermal prestressing using a cover-plate in steel structures, Journal of Constructional Steel Research, 65, 1464, 10.1016/j.jcsr.2009.03.004
Ranzi, 2008, Locking problems in the partial interaction analysis of multi-layered composite beams, Engineering Structures, 30, 2900, 10.1016/j.engstruct.2008.04.006
Schnabl, 2006, An analytical model of layered continuous beams with partial interaction, Structural Engineering and Mechanics, 22, 263, 10.12989/sem.2006.22.3.263
Pi, 2006, Second order nonlinear inelastic analysis of composite steel–concrete members. I: theory, Journal of Structural Engineering, 132, 751, 10.1061/(ASCE)0733-9445(2006)132:5(751)
Ranzi, 2010, A geometric nonlinear model for composite beams with partial interaction, Engineering Structures, 32, 1384, 10.1016/j.engstruct.2010.01.017
Roll, 1971, Effects of differential shrinkage and creep on a composite steel concrete structure, ACI Special Publication, SP-27, 187
Johnson, 1987, Shrinkage induced curvature in composite beams with a cracked concrete flange, Journal of Structural Engineering, 65B, 72
Bradford, 1991, Time-dependent behaviour of simply-supported steel–concrete composite beams, Magazine of Concrete Research, 43, 265, 10.1680/macr.1991.43.157.265
Wright, 1992, Long-term creep and shrinkage in composite beams with partial connection, ICE Proceedings, Structures and Buildings, 94, 187, 10.1680/istbu.1992.18787
Alsamsam I. Serviceability criteria for composite floor systems. In: The University of Minnesota; 1991.
Fan, 2010, Long-term behavior of composite beams under positive and negative bending. I: experimental study, Journal of Structural Engineering, 136, 849, 10.1061/(ASCE)ST.1943-541X.0000175
Al-Deen S, Ranzi G, Vrcelj Z. Shrinkage effects on the flexural stiffness of composite beams with solid concrete slabs: an experimental study. Engineering Structures [submitted for publication].
AS2327.1, Composite structures—part 1: simply supported beams. In: Standards Australia (Sydney); 2003.
Byfield, 2004, Modelling of unpropped semi-continuous composite beams, Journal of Constructional Steel Research, 60, 1353, 10.1016/j.jcsr.2003.12.004
Ranzi, 2009, Full-scale tests on composite steel–concrete beams with steel trapezoidal decking, Journal of Constructional Steel Research, 65, 1490, 10.1016/j.jcsr.2009.03.006
Eurocode 4. EC4 design of composite steel and concrete structures—part 1.1: general rules and rules for buildings. In: British Standards Institution; 2004.
Onesteel, Hot-rolled structural section properties. Onesteel, Sydney; 2003.
Gara, 2006, Time analysis of composite beams with partial interaction using available modelling techniques: a comparative study, Journal of Constructional Steel Research, 62, 917, 10.1016/j.jcsr.2005.11.024
Ranzi, 2006, Analysis of composite beams with partial shear interaction using available modelling techniques: a comparative study, Computers & Structures, 84, 930, 10.1016/j.compstruc.2005.12.003