Finite element analysis for elastic-plastic dynamic postbuckling of bars subjected to axial impact
-
摘要: 利用显式动力学有限元方法对直杆弹塑性动力后屈曲进行了分析,模拟了直杆轴向碰撞动力屈曲的变形及发展过程。分析中在直杆碰撞端局部临界屈曲长度范围内引入半正弦波形式的初始缺陷,计算结果与文献中的实验数据获得了很好的一致。分析结果表明,随着碰撞过程中所产生的应力波逐渐向前传播,后屈曲变形过程中所呈现的多个半波形式的高阶屈曲模态由初始具有单个半波形式的简单屈曲模态迅速演变而成。分析结果同时也揭示了直杆动力屈曲变形发展的机理,以及轴向应力波和屈曲变形的相互作用规律。Abstract: By use of explicit dynamics finite element method, the elastic-plastic dynamic postbuckling of bars subjected to axial high-velocity impact was studied. In order to initiate the buckling mode, the bar was given a small initial imperfection in the form of half of a sine wave near the impacted end. Results obtained in the present study agree well with the experimental data in the reference. As the axial compressive waves propagate forward, it is found that the initial buckling deflection with one half-wave, occurring near the impacted end, quickly develops into the higher postbuckling mode with several half-waves. The present investigation reveals the mechanism of growth and spread of buckling deformation in the bar and the interaction between the axial stress wave and the buckling deformation in impact process.
-
Key words:
- solid mechanics /
- dynamic buckling /
- finite element /
- axial impact /
- elastic-plastic /
- stress wave
-
推荐阅读
基于罚函数法的大变形冲击碰撞问题显式健壮格式
初东阳 等, 爆炸与冲击, 2025
连续两次侧向冲击下格构式钢构件的力学性能
陈鹏程 等, 爆炸与冲击, 2025
结构刚塑性动力解的弹性补偿
余同希 等, 爆炸与冲击, 2024
爆炸荷载作用下uhpc板的弯曲损伤评估
苏琼 等, 爆炸与冲击, 2023
基于有限质点法的薄壳结构非线性屈曲分析
任育辉 等, 计算机辅助工程, 2023
钢-混凝土组合框架结构倒塌动力响应特征及参数分析
彭修宁 等, 桂林理工大学学报, 2024
刚架弹性屈曲问题基于改进傅里叶级数法的研究
陆健炜 等, 应用力学学报, 2025
Ligand dilution analysis facilitates aptamer binding characterization at the single-molecule level
Du, Yulin et al., ANGEWANDTE CHEMIE-INTERNATIONAL EDITION, 2023
Progressive collapse of multistory 3d reinforced concrete frame structures after the loss of an edge column
STRUCTURE AND INFRASTRUCTURE ENGINEERING
A push-out test on partially encased composite column with different positions of shear studs
ENGINEERING STRUCTURES
计量
- 文章访问数: 2898
- HTML全文浏览量: 131
- PDF下载量: 218
- 被引次数: 0



下载: