模拟复杂因素对焊接桁架塑性破坏的影响

Yaroslav Shved, Yaroslav Kovalchuk, Liudmyla Bodrova, Halyna Kramar, Natalya Shynhera
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引用次数: 0

摘要

本文探讨了在设计、技术和操作等因素的复杂影响下,如何最大限度地减少焊接桁架极限状态下初始参数的分散这一难题。从方法上讲,这一目标是通过全尺寸、小尺寸和计算机模拟实验相结合来实现的。实验得出了 A570-36 钢批次的机械性能,与国家标准和材料质量证书相比,其数值的分散性明显降低。此外,通过对 600x120 焊接桁架物理模型进行小规模力和计算机模拟实验,确定了焊接样品的机械性能。计算机模拟结果表明其可靠性达到 94.6%。通过编制 A570-36 钢材力学性能指标的输入信息阵列,并利用有限元模型参数,对 18000x3600 毫米的全尺寸焊接桁架的极限状态参数进行了模拟。这一过程提供了桁架极限状态参数的数值、图形和可视化信息,包括最大应力和应变及其定位。根据研究结果,提出了一种结构和技术解决方案,可将桁架强度提高 8.4%。
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Modeling the influence of complex factors on the plastic damage of a welded truss

The paper addressed the challenge of minimizing the scattering of initial parameters in the limit state of a welded truss under the complex influence of design, technological, and operational factors. Methodologically, this objective was accomplished through a combination of full-scale, small-scale, and computer simulation experiments. The conducted experiment yielded mechanical properties of the A570-36 steel batch, displaying significantly lower dispersion of values compared to state standards and material quality certificates. Additionally, the mechanical properties of the welded samples were determined through small-scale force and computer simulation experiments on the 600x120 welded truss physical model. The computer simulation results demonstrated a reliability level of 94.6%. By compiling an input information array from the mechanical properties indicators of A570-36 steel and utilizing finite element model parameters, the simulation of the limit state parameters for a full-scale welded truss measuring 18000x3600 mm was executed. This process provided numerical, graphical, and visualized information on the truss’s limit state parameters, including maximum stresses and strains, along with their localization. Based on the research findings, a structural and technological solution was proposed to enhance the truss’s strength by 8.4%.

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