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Abstrakty
A new analytical algorithm for determining the elastoplastic parameters for soft, medium and hard plastic cohesive soils, corresponding to *MAT_005_SOIL_AND_FOAM material model available LS-Dyna FE code, was formulated. The numerical modelling of the post-soil subsystem, applicable in the modelling of road safety barrier crash tests using this material model of the roadside dehydrated ground, was developed. The methodology was presented on the example of a Sigma-100 steel post partly driven into the soil and subjected to a static flexural-torsional test using a horizontal tensioned rope. The experimental validation of the numerical modelling and simulation was carried out on the testing site at the Automotive Industry Institute, Warsaw, Poland. The simulations were carried out for numerical models with soil solid elements with reduced integration (ELFORM_1) and full integration (ELFORM_2). The simulation results are in the form of graphs of the rope tension vs. displacement of the upper measurement point of the post and in the form of deformation of the post-soil system. It was shown that the validation experiment was carried out on the post embedded in hydrated soft plastic cohesive soil.
Czasopismo
Rocznik
Tom
Strony
513--534
Opis fizyczny
Bibliogr. 25 poz., rys., tab., wykr.
Twórcy
autor
- Department of Mechanics and Applied Computer Science Faculty of Mechanical Engineering Military University of Technology Gen. S. Kaliskiego 2, 00-908 Warsaw, Poland
autor
- Institute of Technology Jan Grodek State Vocational Academy Reymonta 6, 38-500 Sanok, Poland
autor
- Department of Mechanics and Applied Computer Science Faculty of Mechanical Engineering Military University of Technology Gen. S. Kaliskiego 2, 00-908 Warsaw, Poland
autor
- Department of Mechanics and Applied Computer Science Faculty of Mechanical Engineering Military University of Technology Gen. S. Kaliskiego 2, 00-908 Warsaw, Poland
autor
- Department of Mechanics and Applied Computer Science Faculty of Mechanical Engineering Military University of Technology Gen. S. Kaliskiego 2, 00-908 Warsaw, Poland
autor
- Automotive Industry Institute Jagiellonska 55, 03-301 Warsaw, Poland
Bibliografia
- 1. Wu W., Thomson R., A study of the interaction between a guardrail post and soil during quasi-static and dynamic loading, International Journal of Impact Engineering, 34: 883– 898, 2007.
- 2. Gabauer D.J., Kusano K.D., Marzougui D., Opiela K., Hargrave M., Gabler H.C., Pendulum testing as a means of assessing the crash performance of longitudinal barrier with minor damage, International Journal of Impact Engineering, 37: 1121–1137, 2010.
- 3. Rohde J., Rosson B., Smith R., Instrumentation for determination of guardrail-soil interaction, Transportation Research Record, 144: 109–115, 1996.
- 4. Plaxico C., Patzner G., Ray M., Finite-element modeling of guardrail timber posts and the post-soil interaction, Transportation Research Record, 146: 139–146, 1998.
- 5. Sheikh N.M., Abu-Odeh A.Y., Bligh R.P., Finite element modeling and validation of guardrail steel post deflecting in soil at varying embedment depths, Proc. of 11th International LS-DYNA Users Conference, pp. 11–32, 2011.
- 6. Atahan A.O., Finite Element Simulation of a Strong-Post W-Beam Guardrail System, Simulation, 78: 587–599, 2002.
- 7. Noh M.-H., Lee S.-Y., Construction tolerance effects of reinforced posts on crash performances of an open-type guardrail system, Thin-Walled Structures, 120: 138–152, 2017.
- 8. Ren Z., Vesenjak M., Computational and experimental crash analysis of the road safety barrier, Engineering Failure Analysis, 12: 963–973, 2005.
- 9. Borovinsek M., Vesenjak M., Ulbin M., Ren Z., Simulating the impact of a truck on a road-safety barrier, Journal of Mechanical Engineering, 52: 101–111, 2006.
- 10. Borovinsek M., Vesenjak M., Ulbin M., Ren Z., Simulation of crash tests for high containment levels of road safety barriers, Engineering Failure Analysis, 14: 1711–1718, 2007.
- 11. Gutowski M., Palta E., Fang H., Crash analysis and evaluation of vehicular impacts on W-beam guardrails placed behind curbs using finite element simulations, Advances in Engineering Software, 114: 85–97, 2017.
- 12. Klasztorny M., Nycz D.B., Szurgott P., Modelling and simulation of crash tests of N2-W4-A category safety road barrier in horizontal concave arc, International Journal of Crashworthiness, 21(6): 644–659, 2016.
- 13. Klasztorny M., Zielonka K., Nycz D.B., Posuniak P., Romanowski R.K., Experimental validation of simulated TB32 crash tests SP-05/2 barrier on horizontal concave arc without and with composite overlay, Archives of Civil and Mechanical Engineering, 18(2): 339–355, 2018.
- 14. Qian G., Massenzio M., Ichchou M., Development of a W-beam guardrail crashing model by considering the deformations of components, ICMCE’16 Proc. 5th Int. Conf. on Mechatronics and Control Engineering, pp. 42–46, December 14–17, 2016, Venice, Italy, http://dx.doi.org/10.1145/3036932.3036939.
- 15. Harris D.W., Computer material models for soils, rock, and concrete using FLAC and DYNA, Technical Report DSO-06-01, Denver, Colorado: Bureau of Reclamation, Technical Service Center, Materials Engineering and Research Laboratory, 2006.
- 16. Hallquist J.O., LS-DYNA Theory Manual, Livermore, CA, USA, Livermore Software Technology Corp., 2006.
- 17. Thomas M.A., Chitty D.E., Gildea M.L., T’Kindt C.M., Constitutive soil properties for Cuddeback Lake, California and Carson Sink, Nevada, NASA/CR-2008-215345, Hampton, Virginia, NASA Langley Research Center, 2008.
- 18. Fasanella E.L., Lyle K.H., Jackson K.E., Developing soil models for dynamic impact simulations, NASA Langley Research Center, in support of the Subsonic Rotary Wing (SRW) Aeronautics Program and the Orion Landing System (LS) Advanced Development Program (ADP), https://ntrs.nasa.gov/archive/nasa/casi.ntrs.nasa.gov/20090022374.pdf [accessed November 2, 2017].
- 19. Palmer T., Honken B., Chou C., Rollover simulation for vehicles using deformable road surface, 12th International LS-Dyna Users Conference, http://www.dynalook.com/ international-conf-2012/automotive01-a.pdf [accessed November 2, 2017].
- 20. Hallquist J.O., LS-DYNA Keyword User’s Manual, Livermore, CA, USA, Livermore Sofware Technology Corp., 2007.
- 21. System N2 W4 (SP-05/2), Bochnia, Poland, Stalprodukt Co., 2011.
- 22. Hourglass (HG) Modes, Livermore, CA, USA, Livermore Sofware Technology Corp., http://ftp.lstc.com/anonymous/outgoing/jday/hourglass.pdf [accessed April 7, 2014].
- 23. Cala M., Stresses and strains [in Polish], Department of Geomechanics, Civil Engineering and Geotechnics, Academia of Mining and Metallurgy, Cracow, Poland, http://home.agh.edu.pl/~cala/prezentacje/3wyklad_ZG.pdf [accessed July 15, 2017].
- 24. Cala M., Soil shear strength, Department of Geomechanics [in Polish], Civil Engineering and Geotechnics, Academia of Mining and Metallurgy, Cracow, Poland, http://home.agh.edu.pl/~cala/prezentacje/6wyklad_ZG.pdf [accessed July 15, 2017].
- 25. Wilun Z., Outline of geotechnics [in Polish], WKL Press, Warsaw, 1982.
Uwagi
Opracowanie rekordu ze środków MNiSW, umowa Nr 461252 w ramach programu "Społeczna odpowiedzialność nauki" - moduł: Popularyzacja nauki i promocja sportu (2020).
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-0014494c-82bc-4364-9471-176ece1ca9d3