多尺度FEM的钢结构活动吊耳吊装与仿真方法
首发时间:2026-01-20
摘要:本文提出了一种基于多尺度有限元法(FEM)的钢结构活动吊耳吊装与仿真方法。该方法通过开发一种可活动的吊耳施工工具,解决了传统吊耳焊接后无法调整的问题,同时提出了一种多尺度FEM仿真方法,有效解决了传统吊装方案有限元验算中边界条件设置不合理导致的计算误差问题。活动吊耳施工工具包括吊耳板主体单元和水平活动托板,通过机械连接方式实现与钢构件的固定,无需焊接,可重复使用。多尺度FEM仿真方法通过将整体杆系模型与局部实体模型耦合,实现宏观与微观尺度的协同计算,提高了吊装方案计算的准确性和效率。实施案例表明,该方法能够有效保证吊装安全,计算结果与实际工况相符。
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Multi-Scale FEM for Steel Structure Adjustable Lifting
Abstract:This article proposes a method for the lifting and simulation of steel structure movable lifting lugs based on multi-scale finite element method (FEM). This method solves the problem of traditional lifting lug welding being unable to adjust by developing an movable lifting lug construction tool. At the same time, a multi-scale FEM simulation method is proposed to effectively solve the calculation error problem caused by unreasonable boundary condition settings in the finite element verification of traditional lifting schemes. The construction tool for movable lifting ears includes the main unit of the lifting ear plate and the horizontal movable support plate, which are fixed to the steel components through mechanical connection without welding and can be reused. The multi-scale FEM simulation method couples the overall rod system model with the local solid model to achieve collaborative calculations at both macro and micro scales, improving the accuracy and efficiency of lifting scheme calculations. The implementation case shows that this method can effectively ensure lifting safety, and the calculation results are consistent with the actual working conditions.
Keywords: Steel structure Lifting and hoisting Multi scale finite element method
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