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基于ANSYS的宽厚板压力矫直F-δ模型研究及矫直行程计算

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为了解决宽厚板矫直的平直度问题,基于"三点反弯"矫直原理,对宽厚板压力矫直过程进行了深入研究;运用弹塑性变形理论,建立了宽厚板加载点截面处"弹性变形→弹塑性变形→塑性变形→弹性回弹"4阶段集中载荷-挠度(F-δ)模型,并确定了宽厚板被矫直时的反弯挠度和矫直行程;根据4阶段集中载荷-挠度(F-δ)模型计算得到的矫直行程,利用ANSYS有限元法,对不同尺寸规格的宽厚板进行了压力矫直有限元仿真试验,仿真结果表明,采用4阶段集中载荷-挠度(F-δ)模型,加载点截面处的残余挠度控制在3%以内,沿弯曲方向的平直度控制在5mm/m以内,验证了 4阶段集中载荷-挠度(F-δ)模型在宽厚板压力矫直中的可行性.
Research on pressure straightening F-6 model of wide-heavy plates and calculation of straightening stroke based on ANSYS
In order to solve the flatness problem of wide-heavy plates during straightening,a thorough study was conducted on the pressure straightening process based on the"three-point reverse bending"straightening principle.Application of elastic-plastic deformation theory,a four-stage concentrated load-deflection(F-δ)model was established for the cross-section at the loading point,describing the"elastic deformation → elastic-plastic deformation → plastic deformation → elastic rebound"process.This model was used to determine the reverse bending deflection and the straightening stroke of wide-heavy plates during the straightening process.Based on the calculated straightening stroke from the four-stage concentrated load-deflection(F-δ)model,pressure straightening finite element simulation tests were carried out on wide-heavy plates of different size specifications using the ANSYS finite element method.The simulation results show that by adopting the four-stage concentrated load-deflection(F-δ)model,the residual deflection at the loading point cross-section is controlled within 3%,and the flatness along the bending direction is controlled within 5 mm/m,verifying the feasibility of the four-stage concentrated load-deflection(F-δ)model in the pressure straightening of wide-heavy plates.

wide-heavy platethree-point reverse bendingpressure straighteningF-δ modelstraightening strokefinite element analysis

徐欢、李然、袁海兵、王生怀

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湖北汽车工业学院机械工程学院,湖北十堰 442002

宽厚板 三点反弯 压力矫直 F-δ模型 矫直行程 有限元分析

2024

钢铁研究学报
中国钢研科技集团有限公司

钢铁研究学报

CSTPCD北大核心
影响因子:0.997
ISSN:1001-0963
年,卷(期):2024.36(8)