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半掛牽引車車架異常斷裂原因分析
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    摘要:

    建立了以板殼單元為基本單元的半掛牽引車車架有限元分析模型,針對半掛牽引車在使用過程中車架異常斷裂問題,應(yīng)用NASTRAN有限元分析軟件對車架強度進行了靜態(tài)及模態(tài)分析。有限元分析結(jié)果表明,車架斷裂現(xiàn)象是由于第4橫梁與縱梁連接鉚釘處和側(cè)翼板前部的第1個鉚釘連接處,應(yīng)力值已大于或接近材料的最小屈服強度,及在該處出現(xiàn)較大的交變應(yīng)力而產(chǎn)生的。有限元計算結(jié)果與實車車架斷裂結(jié)果相吻合,證明所采取的建模方法和分析方法是可行的。根據(jù)實際工藝要求,給出了該車架結(jié)構(gòu)的改造方法,實際改造結(jié)果表明改造方法是非常有效的,斷裂區(qū)的強度有明顯提高。與原結(jié)構(gòu)相比,在彎曲和扭轉(zhuǎn)工況下,最大應(yīng)力值分別下降

    Abstract:

    38%和57%。 The FEA model of a semi-trailer frame was established by taking plate as a basic element. In order to find out the reasons of the frame abnormal rupture, both static analysis and modal analysis were carried out by using the NASTRAN FEAS software. The results of FEA showed that the rivet which connected the forth cross rail and side rail and the first rivet in front of the side wing plate had high alternate stress and stress value which was higher than or close to the yield strength of the material. The calculation results gave the causes of the frame abnormal rupture and accorded with those of the frame abnormal rupture in practice, which verified that the finite element model and analysis method were practical. According to the requirements of real process, the way for the reconstruction of the frame structure was also given, which was proved effective by the reconstruction results. The strength of the rupture parts was higher than the original and the maximal stress value decreased 38% and 57% in bending case and twisting case respectively.

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劉大維,孫海霞,董振國,嚴(yán)天一,陳煥明,陳秉聰.半掛牽引車車架異常斷裂原因分析[J].農(nóng)業(yè)機械學(xué)報,2007,38(6):30-33.[J]. Transactions of the Chinese Society for Agricultural Machinery,2007,38(6):30-33.

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