汽车覆盖件是以冲压件为主的零件,而作为生产冲压件的冲压模具的设计,与汽车覆盖件的成形质量息息相关。利用DYNAFORM仿真软件对某汽车防撞梁支撑板进行了拉延仿真,并依据仿真结果对其冲压速度、拉延筋布置方案、压边力、凸凹模间隙等...汽车覆盖件是以冲压件为主的零件,而作为生产冲压件的冲压模具的设计,与汽车覆盖件的成形质量息息相关。利用DYNAFORM仿真软件对某汽车防撞梁支撑板进行了拉延仿真,并依据仿真结果对其冲压速度、拉延筋布置方案、压边力、凸凹模间隙等参数进行选取和设计。通过分析厚度变化云图,采用厚度差来评价成形结果,确定了具有较好成形效果的参数组合。仿真结果表明:在确定了拉延模具采用等效实体拉延筋的设置后,压边力为360 k N、冲压速度为4000 mm·s-1、凸凹模间隙为0.66 mm时,可获得最好的成形效果。本设计及其仿真结果为其他类型的汽车防撞梁支撑板拉延模具设计提供了有效参考。展开更多
Stability tests of three plate girders laterally unbraced on both ends, which were scale models of real plate girders in heavy plants for tower-type boilers, are presented and investigated. The applicability of code p...Stability tests of three plate girders laterally unbraced on both ends, which were scale models of real plate girders in heavy plants for tower-type boilers, are presented and investigated. The applicability of code provisions in ANSI/AISC 360-10 about such members is discussed. A nonlinear finite element analysis was carried out, considering the combined effects of plasticity, residual stress and geometrical imperfections, to simulate the stability behavior of the specimens. The reliability of the numerical model was validated by comparisons with experimental results. The results show that stability behavior of plate girders with laterally unbraced ends is widely different from that of typical simply supported thin-walled beams. The structural response is also sensitive to initial geometrical imperfections of this objects. The model is used to improve the mechanical design of transverse stiffeners over the supports. The positive effect and offsetting influence of imperfections of thicker and additional transverse stiffeners on overall stability behavior are highlighted. A few suggestions for design process are also given.展开更多
文摘汽车覆盖件是以冲压件为主的零件,而作为生产冲压件的冲压模具的设计,与汽车覆盖件的成形质量息息相关。利用DYNAFORM仿真软件对某汽车防撞梁支撑板进行了拉延仿真,并依据仿真结果对其冲压速度、拉延筋布置方案、压边力、凸凹模间隙等参数进行选取和设计。通过分析厚度变化云图,采用厚度差来评价成形结果,确定了具有较好成形效果的参数组合。仿真结果表明:在确定了拉延模具采用等效实体拉延筋的设置后,压边力为360 k N、冲压速度为4000 mm·s-1、凸凹模间隙为0.66 mm时,可获得最好的成形效果。本设计及其仿真结果为其他类型的汽车防撞梁支撑板拉延模具设计提供了有效参考。
基金The authors gratefully acknowledge sponsors of this research： National Science Foundation of China （No. 51278296）.
文摘Stability tests of three plate girders laterally unbraced on both ends, which were scale models of real plate girders in heavy plants for tower-type boilers, are presented and investigated. The applicability of code provisions in ANSI/AISC 360-10 about such members is discussed. A nonlinear finite element analysis was carried out, considering the combined effects of plasticity, residual stress and geometrical imperfections, to simulate the stability behavior of the specimens. The reliability of the numerical model was validated by comparisons with experimental results. The results show that stability behavior of plate girders with laterally unbraced ends is widely different from that of typical simply supported thin-walled beams. The structural response is also sensitive to initial geometrical imperfections of this objects. The model is used to improve the mechanical design of transverse stiffeners over the supports. The positive effect and offsetting influence of imperfections of thicker and additional transverse stiffeners on overall stability behavior are highlighted. A few suggestions for design process are also given.
