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Calculation methods study on hot spot stress of new girder structure detail

机译:新梁结构细节的热点应力计算方法研究

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To study modeling calculation methods of new girder structure detail's hot spot stress, based on surface extrapolation method among hot spot stress method, a few finite element analysis models of this welded detail were established by finite element software ANSYS. The influence of element type, mesh density, different local modeling methods of the weld toe and extrapolation methods was analyzed on hot spot stress calculation results at the toe of welds. The results show that the difference of the normal stress in the thickness direction and the surface direction among different models is larger when the distance from the weld toe is smaller. When the distance from the toe is greater than 0.5t, the normal stress of solid models, shell models with welds and non-weld shell models tends to be consistent along the surface direction. Therefore, it is recommended that the extrapolated point should be selected outside the 0.5t for new girder welded detail. According to the results of the calculation and analysis, shell models have good grid stability, and extrapolated hot spot stress of solid models is smaller than that of shell models. So it is suggested that formula 2 and solid45 should be carried out during the hot spot stress extrapolation calculation of this welded detail. For each finite element model under different shell modeling methods, the results calculated by formula 2 are smaller than those of the other two methods, and the results of shell models with welds are the largest. Under the same local mesh density, the extrapolated hot spot stress decreases gradually with the increase of the number of layers in the thickness direction of the main plate, and the variation range is within 7.5%.
机译:为了研究新型梁结构细节的热点应力的建模计算方法,基于热点应力法中的表面外推法,通过有限元软件ANSYS建立了少数焊接细节的有限元分析模型。在焊缝脚趾的热点应力计算结果上分析了元素型,网状密度,不同局部建模方法的影响和推断方法。结果表明,当距离焊接脚趾较小时,不同型号之间的厚度方向和表面方向之间的正常应力和表面方向的差异更大。当从脚趾的距离大于0.5T时,固体模型的正常应力,带焊接的壳体模型和非焊接壳模型往往沿着表面方向一致。因此,建议应选择外推点以外的0.5T以进行新的梁焊接细节。根据计算和分析的结果,壳体模型具有良好的栅格稳定性,固体模型的外推热点应力小于壳体模型。所以建议式2和固体45应在这种焊接细节的热点应力外推计算期间进行。对于不同壳建模方法下的每个有限元模型,由式2计算的结果小于另外两种方法的结果,具有焊缝的壳体模型的结果最大。在相同的局部网状密度下,随着主板的厚度方向的层数的增加,外推的热点应力逐渐减小,并且变化范围在7.5%以内。

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