The perspective of using 3D-modeling in the designing of technological solutions for chassis design

  • Authors

    • Abdullah L.S
    • Kukushkina V.A
    • Kantaryuk E.A
    2018-03-05
    https://doi.org/10.14419/ijet.v7i2.2.9890
  • 3D-Modeling, Designing, Computer Three-Dimensional Modeling, Chassis Design.

  • In the modern world 3D-technologies plays an important and significant role in almost every spheres of human life. This is particularly pronounced in industry. Perspectives of using these technologies allow optimizing the production of products of varying complexity, reducing production time and reducing the possibility of defects in the early stages of designing. For the showing the application of 3D modeling its application in vehicle designs considered in this paper. For this purpose a vehicle chassis is designed and then the tension distribution of chassis in the bump condition and its analysis are provided.

  • References

    1. [1] Fomin, B. Rhinoceros 3D modeling [Text] / Transl. with English. - Moscow: Publishing House "Slovo", 2005 - 290 s.

      [2] 2. Shushan, R. Design and computer [Text] / R.Shushan, D. Wright, L.Lewis; Per. with English. - M.: Publishing department-Russian edition‖, LLP-СhannelTradingLtd.‖, 1997 - 544 p.

      [3] Zubova L.D. 3D-design technologies. Reality and prospects. Access mode http://www.gipvn.ru/files/It-Istiriya- vnerdeniya / NGN_1_ Zubova.pdf.

      [4] Thorburn LJ, Kulak GL, Montgomery CJ. Analysis of steel plate shear walls. Structural engineering report no. 107, Department of Civil Engineering, University of Alberta, Edmonton, Alberta, Canada; 1983.

      [5] Timler PA, Kulak GL. Experimental study of steel plate shear walls. Structural engineering report no. 114, Department of Civil Engineering, University of Alberta, Edmonton, Alberta, Canada; 1983.

      [6] Driver RG, Kulak GL, Kennedy DJL, Elwi AE. Seismic behavior of steel plate shear walls. Structural engineering report no. 215, Department of Civil Engineering, University of Alberta, Edmonton, Alberta, Canada; 1997.

      [7] Berman JW, Bruneau M. Experimental investigation of light-gauge steel plate shear walls. J Struct Eng ASCE 2004 [in press, scheduled for vol. 131, No. 2].

      [8] Roberts TM, Sabouri-Ghomi S. Hysteretic characteristics of unstiffened plate shear panels. Thin-Walled Struct 1991; 12:145–62. https://doi.org/10.1016/0263-8231(91)90061-M.

      [9] Roberts TM, Sabouri-Ghomi S. Hysteretic characteristics of unstiffened perforated steel plate shear panels. Thin-Walled Struct 1992; 14:139–51. https://doi.org/10.1016/0263-8231(92)90047-Z.

      [10] Kharrazi MHK, Prion HGL, Ventura Carlos E. Implementation of M-PFI method in design of steel plate walls. J Constr Steel Res 2008; 64:465–79. https://doi.org/10.1016/j.jcsr.2007.09.005.

      [11] Ricky Chan, FarisAlbermani and S. Kitipornchai-"Stiffness and Strength of Perforated Steel Plate Shear Wall"-Procedia Engineering 14 (2011) 675–679 https://doi.org/10.1016/j.proeng.2011.07.086.

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  • How to Cite

    L.S, A., V.A, K., & E.A, K. (2018). The perspective of using 3D-modeling in the designing of technological solutions for chassis design. International Journal of Engineering & Technology, 7(2.2), 13-15. https://doi.org/10.14419/ijet.v7i2.2.9890