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加强筋对薄壁结构件耐冲撞性能的影响
英文标题:Influence of reinforcing ribs on impact resistance for thin-walled structural parts
作者:王鸿鼎 秦甘霖 刘洪 杨文丽 
单位:兰州交通大学 
关键词:薄壁结构件 耐冲撞性能 肋板 加强筋 碰撞力 
分类号:TP603
出版年,卷(期):页码:2021,46(11):176-182
摘要:

 以薄壁结构件为研究对象,在薄壁结构件上添加不同数目的肋板,并采用单因素变量法在薄壁结构件体积、长度以及厚度相同的条件下,对不同肋板数目的薄壁结构件受到轴向、斜向、径向碰撞后的最大总变形、最大总应力和最小安全系数进行分析研究。采用ANSYS的Workbench模块建立有限元模型进行数值模拟计算,并对带有肋板的薄壁结构件进行优化设计,对优化后的薄壁结构件进行最大峰值力、平均峰值碰撞力、碰撞力效率等耐冲撞性能的评价指标的计算,分析了优化后薄壁结构件的耐冲撞性。通过对不同数目的肋板进行研究分析,发现其对薄壁结构件的轴向碰撞的耐冲撞性能的影响很小,但在斜向、径向的耐冲撞性能有显著的改善。

 For thin-walled structural parts, different numbers of rib were added to the thin-walled structural parts, and the maximum total deformation, the maximum total stress and the minimum safety factor of thin-walled structural parts with different numbers of rib collided along axial, oblique and radial directions were analyzed and studied by the single-factor variable method under the same volume, length and thickness of the thin-walled structural parts. Then, a finite element model was established to perform numerical simulation calculation by Workbench module of ANSYS, and the thin-wall structure parts with ribs were optimized and designed. Furthermore, the impact resistance performance evaluation indexes of the maximum peak force, the average peak impact force and the efficiency of impact force for the optimized thin-wall structure parts were calculated, and the impact resistance performance of the optimized thin-wall structure parts was analyzed. Through the research and analysis on different numbers of rib, it is found that it has little effect on the impact resistance performance of the thin-walled structure parts in the axial collision, but the impact resistance performances in the oblique and radial directions are significantly improved.

基金项目:
国家自然科学基金资助项目(51565025);甘肃省自然科学基金资助项目(1606RJZA013);兰州交通大学青年基金资助项目(2014018)
作者简介:
作者简介:王鸿鼎(1983-),男,博士,副教授,E-mail:wanghd@lzjtu.edu.cn;通信作者:秦甘霖(1996-),男,硕士,E-mail:qinganlin2020@163.com
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