Structural Engineering and Mechanics

  • 제9권2호
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  • Pages.111-126
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  • 2000
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  • 1225-4568(pISSN)
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  • 1598-6217(eISSN)
테크노프레스 (Techno-Press)
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DOI QR코드

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Dynamic nonlinear member failure propagation in truss structures

  • Malla, Ramesh B. (Department of Civil & Environmental Engineering, University of Connecticut) ;
  • Nalluri, Butchi B. (Electro-Motive Division, General Motors Corporation)
  • 발행 : 2000.02.25
⟨ 이전 논문 다음 논문 ⟩

초록

Truss type structures are attractive to a variety of engineering applications on earth as well as in space due to their high stiffness to mass ratios and ease of construction and fabrication. During the service life, an individual member of a truss structure may lose load carrying capacity due to many reasons, which may lead to collapse of the structure. An analytical and computational procedure has been developed to study the response of truss structures subject to member failure under static and dynamic loadings. Emphasis is given to the dynamic effects of member failure and the propagation of local damage to other parts of the structure. The methodology developed is based on nonlinear finite element analysis technique and considers elasto-plastic material nonlinearity, postbuckling of members, and large deformation geometric nonlinearity. The pseudo force approach is used to represent the member failure. Results obtained for a planar nine-bay indeterminate truss undergoing sequential member failure show that failure of one member can initiate failure of several members in the structure.

키워드

참고문헌

  1. ASCE Task Committee on Latticed Structures under Extreme Loads (1984), "Dynamic consideration in latticed structures", J. of Struct. Engnrng., 110(10), ASCE, New York, 2547-2551. https://doi.org/10.1061/(ASCE)0733-9445(1984)110:10(2547)
  2. Bathe, K.-J. (1982), Finite Element Procedures in Engineering Analysis, Prentice- Hall, N.J.
  3. Blandford, G. and Wang, S. (1993), "Response of space trusses during progressive failure", Dynamic Response and Progressive Failure of Special Structures (R. Malla, Ed.), ASCE, New York, 1-16.
  4. Chen, W.F. and Han, D. (1985), Tubular Members in Offshore Structures, Pitman Publishers, Inc., MA, U.S.A.
  5. Davies, G. and Neal, B.G. (1959), "The dynamical behavior of a strut in a truss framework", Proc. Royal Society., A253, 542-562.
  6. Malla, R.B. and Nalluri, B. (1994), "Response of truss structures subjected to dynamic loads during member failure", Spatial, Lattice and Tension Structures (J. Abel, J. Leonard, and C. Penalba, Eds.), ASCE, New York, 249-258.
  7. Malla, R.B. and Nalluri, B. (1995), "Dynamic effects of member failure on the response of truss type space structures", J. of Spacecraft and Rockets, 32(3), AIAA, 545-551. https://doi.org/10.2514/3.26649
  8. Malla, R.B. and Nalluri, B. (1996), "A computational technique to model member failure in truss structures", Proceedings of the Third Asian-Pacific Conference on Computational Mechanics (Eds: C.-K. Choi, C.-B. Yun and D.-G. Lee), Seoul, Korea, 1, Sept., 415-421.
  9. Malla, R.B., Wang, B. and Nalluri, B. (1993), "Dynamic effects of progressive member failure on the response of truss structures", Dynamic Response and Progressive Failure of Special Structures (R. Malla, Ed.), ASCE, NY, Dec., 60-76.
  10. Malla, R.B., Wang, B. and Nalluri, B. (1995), "Dynamic member failure in trusses by Pseudo-force method", Int. J. of Space Struct., 10(2), Multi-Science Publish. Co., U.K. 99-112. https://doi.org/10.1177/026635119501000203
  11. Morris, N. (1993a), "Effect of member snap on space truss collapse", J. of Engineering Mechanics, 119(4), ASCE, New York, 870-886. https://doi.org/10.1061/(ASCE)0733-9399(1993)119:4(870)
  12. Morris, N. (1993b), "Effect of member snap on progressive collapse of space structures", Dynamic Response and Progressive Failure of Special Structures (R. Malla, Ed.), ASCE, New York, 17-31.
  13. Murtha-Smith, E.A. (1988), "Alternate path analysis of space trusses for progressive collapse", J. of Struct. Engnrg., 114(9), 1978-1999. https://doi.org/10.1061/(ASCE)0733-9445(1988)114:9(1978)
  14. Nalluri, B.B. (1996), "Non-linear dynamic effects of member failure in truss structures", Ph.D. Dissertation, Dept. of Civil & Env. Engnrg., Univ. of Connecticut, Storrs, U.S.A.
  15. Nonaka, T. (1973), "An elastic-plastic analysis of a bar under repeated axial loading", Int. J. Solids Structures, 9(5), 569-580 (Erratum: 9(10)). https://doi.org/10.1016/0020-7683(73)90117-0
  16. Nonaka, T. (1977), "Approximation of yield condition for the hysteric behavior of a bar under repeated axial loading", Int. J. Solids Structures, 13, 637- 643. https://doi.org/10.1016/0020-7683(77)90046-4
  17. Papadrakakis, M. (1985), "Inelastic cyclic analysis of imperfect columns", J. of Struct. Engnrg., ASCE, 111(6), 1219-1234. https://doi.org/10.1061/(ASCE)0733-9445(1985)111:6(1219)
  18. Schmidt, L.C., Morgan, P.R. and Clarkson, J.A. (1976), "Space trusses with brittle type strut buckling", J. of the Struct. Div., ASCE, 102(ST7), 1479-1492.

피인용 문헌

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  2. Recent developments in robustness and relation with risk vol.161, pp.4, 2008, https://doi.org/10.1680/stbu.2008.161.4.183
  3. Analysis of the seismic collapse of a high-rise power transmission tower structure vol.134, 2017, https://doi.org/10.1016/j.jcsr.2017.03.005
  4. Dynamic analysis methodology for progressive failure of truss structures considering inelastic postbuckling cyclic member behavior vol.33, pp.5, 2011, https://doi.org/10.1016/j.engstruct.2011.01.022
  5. Partial collapses experienced for a steel space truss roof structure induced by ice ponds vol.60, 2016, https://doi.org/10.1016/j.engfailanal.2015.11.039
  6. Collapse-Resisting Mechanisms of Planar Trusses Following Sudden Member Loss vol.143, pp.9, 2017, https://doi.org/10.1061/(ASCE)ST.1943-541X.0001849
  7. Analysis of the progressive collapse of space truss structures during earthquakes based on a physical theory hysteretic model vol.123, 2018, https://doi.org/10.1016/j.tws.2017.10.051
  8. Beam element formulation and solution procedure for dynamic progressive collapse analysis vol.82, pp.7-8, 2004, https://doi.org/10.1016/j.compstruc.2003.12.001
  9. Comparison of progressive collapse resistance of single-layer latticed domes under different loadings vol.129, 2017, https://doi.org/10.1016/j.jcsr.2016.11.012
  10. Parametric Studies on the Behavior of Steel and Composite Space Structures vol.25, pp.3, 2010, https://doi.org/10.1260/0266-3511.25.3.169