曲柄滑块机构的运动轨迹绘制

曲柄滑块机构是一种常见的四杆结构,在机械中具有广泛的应用,将其运动轨迹通过工程图进行保存具有重要的意义.本文通过Solid Edge三维软件制作了该机构运动运动轨迹的模板,制作运动轨迹工程图时只需更改模板文件相关尺寸并将相关三维零件附着到模板相应位置,再更新工程图即可生成所需的运动轨迹,实现了制作运动轨迹的参数化.本方...     

Effect of drawbead on forming performance of subsequent sheet

In order to research the plastic performance of sheet going through the drawbead and the simple tensile test of sheet, the influence of drawbead structure parameters on sheet performance and the subsequent performance of the sheet were performed to investigate the residual deformation characteristics of the sheet through different drawbead structures, and also the influences of drawbead structures and geometry parameters on pre-deformation and subsequent forming characters of sheet were analyzed. The results show that the pre-deformation decreases with the increase of the round corner radius, the pre-deformation increase with the increase of the height of drawbead, and the subsequent forming characteristics of sheet going through drawbead are remarkably different from undeformed sheet and these differences heavily depend on the pre-deformation. With the increases of pre-deformation, the yield ratio increases, but the subsequent elongation exponential decreases. These means deformability of the sheet is significantly reduced. As the structure of drawbead changes, the mechanical characteristics of material in different cyclic loading conditions also change. For the BUFDE+Z deep drawing steel sheet, the subsequent performance of the sheet is hardened when the pre-deformation is greater than 0.044. For the DC52D+ZF hot-galvanize steel sheet, the subsequent performance of the sheet begins to harden when the pre-deformation is greater than 0.079, and it presents that the pre-deformation is not bigger than 0.052.     

拉深筋对板材力学特性的影响

板材通过拉深筋时经过弯曲与反弯曲变形,塑性性能发生较大的变化,必然影响板材的后续成形。该文利用拉深筋结构影响实验及后续性能测试实验,对通过拉深筋后板材的力学性能进行研究,分析了半圆形拉深筋的结构参数——筋圆角半径和拉深筋高度对板材变形的影响。结果显示,板材通过拉深筋时产生预变形,预变形量与拉深筋结构有关,随筋圆角半径增大,预变形量降低;随拉深筋高度增大,预变形量增大。与未变形板材的性能相比,通过拉深筋后板材的力学性能发生了很大的变化,而且这些变化与预变形量有关,随预变形量增大,屈强比增大,断裂延伸率呈指数下降,板材的后续塑性变形能力显著降低。