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輥式矯直中H型鋼斷面畸變的仿真分析

Finite element simulation of section deflection during H-beam roller straightening

  • 摘要: 現有的H型鋼矯直理論在求解壓下量時未考慮斷面畸變現象,無法取得理想的矯直效果.本文應用有限元分析軟件ANSYS建立了H型鋼輥式矯直時一個矯直單元的有限元仿真模型,研究分析了典型規格H型鋼矯直時斷面畸變及其主要影響因素和影響規律.結果表明,H型鋼矯直時斷面畸變主要是腹板凹陷,其對矯直壓下量設定的影響不可忽略;而影響腹板凹陷量的主要因素包括矯直壓力、側向間隙和矯直輥圓角半徑等,三者的影響規律均為相應參數的二次函數形式.最后給出了典型規格H型鋼的矯直腹板凹陷量回歸公式.在實際矯直時,實際設定壓下量應為理論壓下量與腹板凹陷量之和,可取得理想的矯直效果.

     

    Abstract: The section deflection of an H-beam is not considered in the traditional straightening theory, so it is difficult to get desired straightening effect. A finite element model of one straightening unit was established with ANSYS, the straightening process was simulated and the section deflection of the H-beam was studied. The results show that the section deflection of the H-beam in straightening process should not be neglected, in which web falling plays a dominating role. The main factors which influence web falling include straightening force, gap between roller outside and beam inner side and roller-outside-corner radius, and the varying regulation of web falling is quadratics of the relevant factors. At last, a regressive formula of web falling was presented. In order to obtain an ideal straightening effect, the actual bending deflection should be the sum of the theoretical bending deflection and the web falling.

     

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