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首页> 外文期刊>Transactions of JWRI >Strength of High Manganese Non-magnetic Steel / Carbon Steel Hybrid Girder: Investigation for Applying Dissimilar Materials to Steel Structures (Report IV)
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Strength of High Manganese Non-magnetic Steel / Carbon Steel Hybrid Girder: Investigation for Applying Dissimilar Materials to Steel Structures (Report IV)

机译:高锰非磁性钢/碳钢混合梁的强度:在钢结构中应用异种材料的研究(报告IV)

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摘要

The strength of a hybrid girder with a high manganese non-magnetic (Hi-Mn) steel / carbon (SM490; SM) steel (Hybrid girder) was investigated based on the results of the elastic-plastic large deformation analysis. The yield stress and Young's modulus of Hi-Mn steel were 16% larger and 20% smaller compared with those of SM steel. When the upper half was assembled with Hi-Mn steel and the lower half of the cross section of the Hybrid girder was assembled with SM steel, the yielding moment was 2% and 18% larger than those of the girder with only Hi-Mn steel and the girder with only SM steel. The bending stiffness was 8% larger and 11% smaller than those of Hi-Mn and SM girders. The out-of-plane deformation of the web was larger than those of Hi-Mn and SM girders. By moving the position of the horizontal stiffener of the Hybrid girder 10% lower, the out-of-plane deformation of the web was controlled to smaller than those of Hi-Mn and SM girders.
机译:基于弹塑性大变形分析的结果,研究了高锰非磁性(Hi-Mn)钢/碳(SM490; SM)钢(混合梁)的混合梁的强度。与SM钢相比,Hi-Mn钢的屈服应力和杨氏模量分别大16%和小20%。当上半部分用高锰钢组装时,混合梁的下半部分用SM钢组装时,屈服力矩比仅高锰钢的大2%和18%。大梁只采用SM钢。弯曲刚度比Hi-Mn和SM大梁大8%,小11%。腹板的平面外变形大于Hi-Mn和SM大梁的平面外变形。通过将混合梁的水平加劲肋的位置降低10%,可将腹板的平面外变形控制为小于Hi-Mn和SM梁的平面变形。

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