A novel technique for low-velocity impact of shallow arches

被引:1
|
作者
Wu, Meng-Jing [1 ]
Azim, Iftikhar [2 ]
Huang, Xu-Hao [1 ,3 ]
机构
[1] Ningbo Univ, Fac Mech Engn & Mech, Zhejiang Prov Engn Res Ctr Safety Pressure Vessel, Key Lab Impact & Safety Engn,Minist Educ, Ningbo 315211, Peoples R China
[2] Govt Khyber Pakhtunkhwa, Publ Hlth Engn Dept, Peshawar 25000, Pakistan
[3] Ningbo Univ, Fac Mech Engn & Mech, Ningbo 315211, Peoples R China
基金
中国国家自然科学基金;
关键词
Low velocity impact; Curved surface contact law; Analytical model; Post-impact vibration; Auxetic; Shallow arches; COMPOSITE BEAMS; FREE-VIBRATION; PLATES;
D O I
10.1016/j.compstruc.2024.107386
中图分类号
TP39 [计算机的应用];
学科分类号
081203 ; 0835 ;
摘要
In the current study, an analytical model to analyze the low-velocity impact (LVI) response of metamaterial shallow arches subjected to rigid body impact is presented. The presented nonlinear model considers transverse deformation of the cross-section and geometric nonlinearity based on the higher-order shear theory and von K<acute accent>arm<acute accent>an nonlinearity. The research delves into three key aspects. The first is concerned with the establishment of a contact model to capture the contact characteristics between the impactor and the arch. The second aspect deals with the design of the member with Negative Poisson's Ratio (NPR). The third aspect is concerned with the asymptotic solution of dynamic equations by using a two-perturbation technique. The proposed model is used to analyze the effects of auxetic, initial deformation, and foundation on the impact response and post-impact vibration of the arch. The results show that the contact area between the sphere impactor and the arch is elliptical. It is also noted that the contact force and indentation are highly dependent on the laminated configuration and auxetic properties. The study reveals that the presented model is a valid technique to evaluate the impact characteristics of metamaterial arches along with optimal design impact resistance of arches.
引用
收藏
页数:14
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