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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 special regard to nailed timber structures, Trans. No. 88. Cholmers University 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 (Composed Beams), International Association for Bridge and Structural Engineering (IABSE), 1947, 8, 249-269
  • [4] Newmark N.M., Siess C.P., Viest I.M., Test and analysis of composite beam with incomplete interaction, Proceedings of the Society for Experimental Stress Analysis, 1951, 9, 75-92
  • [5] Girhammar U.A., Gopu V.K.A., Composite beam-columns with interlayer-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 and experimetnal analysis of timber composite beams with interlayer slip, Engineering Structures, 2009, 30, 2959-2969
  • [7] Girhammar U.A., Pan D.H., Exact static analysis of partially composite beams and beam-columns, International Journal of Mechanical Sciences, 2007, 49(2), 239-255
  • [8] Goodman J.R., Popov E.P., Layered beam systems with interlayer slip, Journal of Structures, Division–ASCE,1968, 94(11), 2537-2547
  • [9] Goodman J.R., Popov E.P., Layered beam systems with interlayer slip, Wood Science, 1969, 1(3), 148-158
  • [10] Ecsedi I., Dluhi K., A linear model for static and dynamic analysis of nonhomogeneous curved beams, Applied Mathematical Modelling, 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 analysis of layered wood system. Journal of Structural Engineering, 1975, 101(12), 2659-2672
  • [13] Girhammar, U. A., A simplified analysis method for composite beams with interlayer slip. International Journal of Mechanical Sciences, 2009, 51(7), 515-530. [WoS]
  • [14] Ranzi G., Bradford M., Uy B., A direct stiffness analysis of composite beam with partial interaction. Int. Journ. Num. Methods of Engineering, 2004. 61(5), 657-672.
  • [15] Schnabl S., Saje M., Turk G., Planic I., Locking free two-layer Timoshenko beam element with interlayer slip, 2007, 43(39), 705-714
  • [16] Saje M., Cas B., planic I., Non-linear finite element analysis of 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 composite beams including the effects of partial interaction, Paper 154, Proceedings of the Eleventh International Conference on Computational Structures Technology, B.H.V. Topping, (Editor), Civil-Comp Press, Stirlingshire, Scotland Civil-Comp Press, 2012
  • [18] Tan E.L., B. Uy B., Nonlinear analysis of composite beams subjected to combined flexure and torsion, Journal of Constructional Steel Research 2011, 67, 790–799
  • [19] Erkmen R.E, Mark A. Bradford M.A., Nonlinear elastic analysis of 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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