Finite Detail Modeling Of Metallic Concrete Beam Thinking About Double Composite Movement
Abstract
Steel concrete composite production has gained huge popularity as an opportunity to natural metallic or concrete creation. Ansys 11 laptop program has been used to increase a 3-dimensional nonlinear finite detail model in order to analyze the fracture behaviors of non-stop double steel-concrete composite beams, with emphasis on the beam slab interface. 3 beam fashions with various quantity of the pinnacle studs have been addressed. The related constitutive outcomes consisting of the remaining hundreds, the most deflections, the interface slip and slip strain values are supplied. A parametric look at has been completed so as to research the effect of some parameters on their fracture abilities, such as metallic beam top, lower slab thickness and period, studs diameter and arrangement technique. Through comparing these consequences with the to be had experimental records, the proposed version is discovered to be capable of reading steel-concrete composite beams to a suitable accuracy.
References
Rozsas A. Plastic design of steel–concrete composite girder bridges. M.sc thesis, department of structural engineering, faculty of civil engineering: Budapest (Hungary); 2011.
Xu C, Su Q, Wu C. Experimental study on double composite action in the negative flexural region of two-span continuous composite box girder. J Constr Steel Res 2011;67(10):1636–48.
Tan El, Uy B, Hummam G. Behavior of multi-span composite steel–concrete beams subjected to combined flexure and torsion. Research and applications in structural engineering, mechanics and computation, London, UK; 2013. p. 1397–402.
Lin W, Yoda T. Numerical study on horizontally curved steel– concrete composite beams subjected to hogging moment. Int J Steel Struct, USA 2014;14(3):557–69.
Henriques D, Goncalves R, Gamotim D. Nonlinear analysis of steel–concrete beams using generalized beam theory. In: 11th World Congress on Computational Mechanic, Barcelona, Spain; 20–25 July 2014.
Liang Q, Uy B, Bradford M, Ronapf H. Ultimate strength of continuous composite beams in combined bending and shear. J Constr Steel Res 2004;60(8):1109–28.
Liang Q, Uy B, Bradford M, Ronapf H. Strength analysis of steel–concrete composite beams in combined bending and shear. J Struct Eng, ASCE, USA 2005;131(10):1593–600.
Sebastian W, McConnel RE. Nonlinear finite element analysis of steel–concrete composite structures. J Struct Eng, ASCE, USA 2000;126(6):662–74.
Hirst MJS, Yeo MF. The analysis of composite beams using standard finite element programs. Comput Struct 1980;11(3):233– 7.
Al-Amery RIM, Roberts TM. Nonlinear finite difference analysis of composite beams with partial interaction. Comput Struct 1990;35(1):81–7.
Salari MR, Spacone E, Shing B, Frangopol DM. Nonlinear analysis of composite beams with deformable shear connectors. J Struct Eng, USA 1998;124(10):1148–58.
Thevendran V, Chen S, Shanmungam NE, Liew JWR. Nonlinear analysis of steel–concrete composite beams curved in plan. Finite Elem Anal Des 1999;32(3):125–39.
Reiner S. Bridges with double composite action. Struct Eng Int, UK 1999;1:32–6.
Stroh SL, Sen R.** Steel bridge with double composite action: innovative design. In: 5th International bridge engineering conference, tampa, FL (US). Transportation Research Record, April 3–5, 2000. vol. 1, 1696. p. 299–309.
Newmark NM, Siess CP, Viest IM. Test and analysis of composite beams with incomplete interaction. Proc, Soc Exp Stress Anal 1951;9:75–92.
Duan S, Niu R, Xu J, Zheng H. A finite element model for double composite beam. Challenges, opportunities and solutions in structural engineering and construction, London; 2010. p. 197– 202.
Duan SJ, Huo JH, Zhou QD. The research on calculation method of the ultimate bearing capacity of double steel– concrete composite beam. J Shijiazhuang Railway Inst 2007;20(4):1–4.
Duan SJ, Zhou QD, et al. Experimental study on bearing capacity of double steel and concrete composite continuous beams. J Railway Sci Eng 2008;5(5):12–7.
Nagai M, Inaba N, et al. Experimental study on ultimate strength of composite and double composite girders. In: Proceedings of 8th Pacific structural steel conference steel structures in natural hazards, 2007. p. 329–34.
Duan SJ, Duan YJ, Zhang ZG. The interface slip expression of double steel–concrete composite beam under concentrated load. J Shijiazhuang Railway Inst 2007;20(2):1–4.
Yang XW, Duan SJ. The effective width of reinforcement bars for double steel–concrete composite beam. Eng Mech 2008;25(A1): 184–8.
Wang G, Wang FJ, et al. Theoretical analysis of double composite beam deformation in elastic state by Goodman elastic sandwich method. Chin Railway Sci 2006;27(5):66–70.
Yen BT, Huang T, et al. Steel box girders with composite bottom flanges. In: Official proceedings, 3rd annual international bridge conference. Pittsburgh, PA (US); 1986. p. 79–86.
Duan SJ, Wang JW, Zhou QD, Wang HL. An experimental study on double steel–concrete composite beam specimens. Challenges, opportunities and solutions in structural engineering and construction, London; 2010. p. 209–14.
Fanning P. Nonlinear models of reinforced and post tensioned concrete beams. Lecture, Department of Civil Engineering University College Dublin Earls fort Terrace. Dublin, Ireland; 2001.
William KJ, Warnke ED. Constitutive model for the triaxial behavior of concrete. Proc of the Int Assoc Bridge Structural Engineering, ISMES, Bergamo 1975;19:174.
Razaghi J, Hosseini A, Hatami F. Finite element method application in nonlinear analysis of reinforced concrete structures. Second Nat Congr Civil Eng 2005.
Kachlakev D, Miller T. Finite element modeling of reinforced concrete structures strengthened with FRP laminates. Oregon state University; May 2001.
Wolanski J, B.S. Flexural behavior of reinforced and prestressed concrete beams using FRP element Analysis, A thesis submitted to the faculty of the graduated school, Marquetee university, in partial fulfillment of the requirement for the degree of master of science; May 2004.
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