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Deformation Law of Cold Drawing Process of High Strength Bridge Cable Steel

机译:高强度桥电缆钢冷拉控过程变形规律

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High-strength cable-steel bridge is the "lifeline" of steel structure bridges, which requires high comprehensive mechanical properties, and cold-drawing is the most important process to produce high-strength cable-steel bridge. Therefore, through the ABAQUS platform, a bridge wire drawing model was established, and the simulation analysis on the process of stress strain law and strain path trends for high-strength bridge steel wire from Φ 12.65 mm by seven cold-drawing to Φ 6.90 mm was conducted. The simulation results show that the wire drawing the heart of the main axial deformation, surface and sub-surface of the main axial and radial deformation occurred, with the increase in the number of drawing the road, the overall deformation of the wire was also more obvious non-uniformity. In the single-pass drawing process, the change in the potential relationship of each layer of material was small, and multiple inflection points appeared in the strain path diagram; the change in the seven-pass potential relationship was more drastic, which can basically be regarded as a simple superposition of multiple single-pass pulls.
机译:高强度电缆钢桥是钢结构桥梁的“生命线”,这需要高综合的机械性能,冷绘是生产高强度电缆钢桥的最重要的过程。因此,通过ABAQUS平台,建立了桥梁绘制模型,以及对高强度桥钢丝的应力应变法和应变路径趋势的仿真分析,从φ12.65mm七个冷绘为φ6.90mm进行了。仿真结果表明,电线绘制了主要轴向变形的核心,轴向和径向变形的表面和子表面发生,随着道路的绘制数量的增加,电线的整体变形也更多明显的不均匀性。在单通绘制过程中,每层材料的潜在关系的变化很小,应变路径图中出现多个拐点;七遍潜在关系中的变化更加激烈,基本上可以被视为多次单通动拉动的简单叠加。

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