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Tytuł artykułu

Curved composite beam with interlayer slip loaded by radial load

Treść / Zawartość
Warianty tytułu
Języki publikacji
EN
Abstrakty
EN
Elastic two-layer curved composite beam with partial shear interaction is considered. It is assumed that each curved layer separately follows the Euler-Bernoulli hypothesis and the load slip relation for the flexible shear connection is a linear relationship. The curved composite beam at one of the end cross sections is fixed and the other end cross section is subjected by a concentrated radial load. Two cases are considered. In the first case the loaded end cross section is closed by a rigid plate and in the second case the radial load is applied immediately to it. The paper gives solutions for radial displacements, slips and stresses. The presented examples can be used as benchmark for the other types of solutions as given in this study.
Słowa kluczowe
Wydawca
Rocznik
Tom
2
Numer
1
Opis fizyczny
Daty
otrzymano
2014-09-23
zaakceptowano
2014-11-24
online
2015-01-20
Twórcy
  • Institute of Applied Mechanics, University
    of Miskolc, Miskolc-Egyetemváros, H-3515 Miskolc, Hungary
  • Institute of Applied Mechanics, University
    of Miskolc, Miskolc-Egyetemváros, H-3515 Miskolc, Hungary
Bibliografia
  • [1] Granholm H., On composite beams and columns with specialregard to nailed timber structures, Trans. No. 88. CholmersUniversity of Technology, Goetborg, Sweden (in Swedish),1949
  • [2] Pleskov P.F., Theoretical studies of composite wood structures,Soviet Union (in Russian), 1952
  • [3] Stüssi F., Zusammengesetzte Vollwandträger (ComposedBeams), International Association for Bridge and StructuralEngineering (IABSE), 1947, 8, 249-269
  • [4] Newmark N.M., Siess C.P., Viest I.M., Test and analysis of compositebeam with incomplete interaction, Proceedings of theSociety for Experimental Stress Analysis, 1951, 9, 75-92
  • [5] Girhammar U.A., Gopu V.K.A., Composite beam-columns withinterlayer-slip – Exact analysis, ASCE Journal of Structural Engineering,1993, 119(4), 1265-1282
  • [6] Planinc I., Schnabl S., Saje M., Lopatič J., Čas B., Numerical andexperimetnal analysis of timber composite beams with interlayerslip, Engineering Structures, 2009, 30, 2959-2969
  • [7] Girhammar U.A., Pan D.H., Exact static analysis of partiallycomposite beams and beam-columns, International Journal ofMechanical Sciences, 2007, 49(2), 239-255
  • [8] Goodman J.R., Popov E.P., Layered beam systems with interlayerslip, Journal of Structures, Division–ASCE,1968, 94(11),2537-2547
  • [9] Goodman J.R., Popov E.P., Layered beam systems with interlayerslip, Wood Science, 1969, 1(3), 148-158
  • [10] Ecsedi I., Dluhi K., A linear model for static and dynamic analysisof nonhomogeneous curved beams, Applied MathematicalModelling, 2005, 29, 1211-1231
  • [11] Sokolnikoff I.S., Mathematical Theory of Elasticity, McGraw-Hill, New York, 1956
  • [12] Thomson F., Goodman, I., Vanderbilt, M., Finite element analysisof layered wood system. Journal of Structural Engineering,1975, 101(12), 2659-2672
  • [13] Girhammar, U. A., A simplified analysis method for compositebeams with interlayer slip. International Journal of MechanicalSciences, 2009, 51(7), 515-530.[WoS]
  • [14] Ranzi G., Bradford M., Uy B., A direct stiffness analysis of compositebeam with partial interaction. Int. Journ. Num. Methodsof Engineering, 2004. 61(5), 657-672.
  • [15] Schnabl S., Saje M., Turk G., Planic I., Locking free two-layerTimoshenko beam element with interlayer slip, 2007, 43(39),705-714
  • [16] Saje M., Cas B., planic I., Non-linear finite element analysisof composite planar frames with interlayer slip, Comp. Structures,2004, 82(23-26), 1901-1912
  • [17] Liu X., Erkmen R.E Bradford M.A.,Creep and shrinkage compositebeams including the effects of partial interaction, Paper154, Proceedings of the Eleventh International Conferenceon Computational Structures Technology, B.H.V. Topping,(Editor), Civil-Comp Press, Stirlingshire, Scotland Civil-CompPress, 2012
  • [18] Tan E.L., B. Uy B., Nonlinear analysis of composite beams subjectedto combined flexure and torsion, Journal of ConstructionalSteel Research 2011, 67, 790–799
  • [19] Erkmen R.E, Mark A. Bradford M.A., Nonlinear elastic analysisof composite beams curved in-plan, Engineering Structures,2009, 31, 1613-1624
Typ dokumentu
Bibliografia
Identyfikatory
Identyfikator YADDA
bwmeta1.element.doi-10_1515_cls-2015-0004
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