Determination of The Cross Types to be used in a Trailer Chassis by Finite Element Method

Yıl 2019, , 10 - 18, 31.03.2019

Burak Sevin , Su Buse Şahin

https://doi.org/10.22399/ijcesen.477613

Öz

Cargo
transportation is done by airway, railway, maritime line and highway according
to time and cost criteria. Trailers are widely used in highway transportation
which is one of these cargo transportation types. Depending on the amount and
variety of loads, the trailers vary among themselves. In addition to this
diversity, it is desirable that a trailer should be lightweight and at the same
time strong as far as transport safety and transport costs are concerned. When
all these factors come together, serious research and development activities
are required from the design stage to the final stage of manufacturing. One of
the R&D phases is computer aided engineering analyzing. Without requiring
material, labor and time, a design can be tested in virtual environment under
certain boundary conditions before physical validation. Crosses, which are the
one of the main carrier components in a trailer structure, between the longeron
(main beam) and the frame, that exist perpendicular to these components, has
been investigated in this study by taking into consideration of 1 g static
loading, 0.8 g braking and torsion scenarios. In this study, the essential
criteria are displacement and stress values of these crosses which have different geometries
(cross-sections). Comparisons were made according to the results and in the
light of these information, the finite element analysis results of the
combination of the chosen crosses to be used in the production of the trailers
were evaluated.

Anahtar Kelimeler

Trailer, Cross Member, Finite Element Method, FEA, Transportation

Kaynakça

• Uluslararası Nakliyeciler Derneği, Statistics (30.10.2018), https://www.und.org.tr/tr/19744/Istatistikler
• Akhtar, M. J. (2017), Master Thesis, Aalto University, Development of Guidelines for the Selection of Structural Profiles to Achieve Optimized Flooring Structure.
• Shinde, D., Kalita, K., “FE Analysis of Knuckle Joint Pin Used in Tractor Trailer.” ARPN Journal of Engineering and Applied Sciences 10 (2015) 2227-2232.
• Sane, S.S., Jadhav, G., Anandaraj, H., “Stress Analysis of Light Commercial Vehicle Chassis by FEM”, Piaggio Vehicle Pvt. Ltd, Pune, India (1955).
• FEA for All, Linear Static Analysis (18.10.2018), http://feaforall.com/linear-static-analysis-fea/
• Esener, E., Ercan, S., Fırat, M., “Determination of the Fatigue Behavior of a Wheel RimUsing Finite Element Analysis”, 4th Int. Conf. on Comp. and Exp. Scien. and Eng. (ICCESEN-2017) , Antalya-Turkey pp. 617-619 (2017) DOI: 10.12693/APhysPolA.132.617
• Altair OptiStruct Linear Analysis 13.0 Manual
• Karaçalı, Ö., “Computational Material Analysis of Structural and Hemodynamic Model of Coronary Stent by CFD/FEA in Computer Aided Mechanical Engineering Approach”, 3rd Int. Conf. on Comp. and Exp. Scien. and Eng. (ICCESEN-2016) Antalya-Turkey pp. 249-251(2016). DOI: 10.12693/APhysPolA.130.249
• Karaçalı, Ö., “Computational Engineering Analysis of Low-Cycle Loading for AMF-Active Micro Forceps 316 L-Stainless Steel Material by Finite Element Method”, 2nd Int. Conf. on Comp. and Exp. Scien. and Eng. (ICCESEN-2015) Antalya-Turkey pp.B-40-42 (2015). DOI:10.12693/APhysPolA.128.B-40
• Altair HyperWorks 14.0 Manual
• Altair University, Material and Property Information (28.10.2018), http://altairuniversity.com/wp-content/uploads/2014/02/matprop1.pdf
• TS 2162 EN 10025, Table 5, Turkish Standards Institution, 1996
• Özer, H., Can, Y., Yazıcı, M., “Investigation of the Crash Boxes Light Weighting with Syntactic Foams by the Finite Element Analysis”, 4th Int. Conf. on Comp. and Exp. Scien. and Eng. (ICCESEN-2017) , Antalya-Turkey pp. 734-737 (2017). DOI: 10.12693/APhysPolA.132.734
• Özsoy M., Pehlivan K., Fırat M., Özsoy N., Uçar V., “Structural Strength and Fatigue Life Calculation of Y32 Bogie Frame by Finite Element Method”, 2nd Int. Conf. on Comp. and Exp. Scien. and Eng. (ICCESEN-2015) Antalya-Turkey pp.B-327-329 (2015). B-327-329. DOI: 10.12693/APhysPolA.128.B-327