阶梯圆杆中的瞬态扭波:二维数值分析与实验验证

Kaishin Liu, T. Yokoyama
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引用次数: 0

摘要

本文对半无限阶跃圆杆在自由端受扭转冲击载荷作用下的瞬态扭转波进行了数值和实验研究。采用双特性数值积分法求解了阶梯杆的动态扭转变形微分方程。通过估计系统总能量来检验数值解的稳定性和收敛性。采用改进的霍普金森扭杆实验装置,对阶梯杆进行了扭弹性波传播实验。数值计算结果表明,阶梯杆截面不连续前后表面的扭转剪切应变-时间曲线与实验结果吻合较好。通过确定阶梯杆截面不连续点附近的动态扭转剪应力的二维分布,检验了经典一维细杆扭转波动方程的局限性。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
Transient Torsional Waves in Stepped Circular Bars : Two-Dimensional Numerical Analysis and Its Experimental Verification
The present paper is concerned with a numerical and experimental investigation of the transient torsional waves in a semi-infinite stepped circular bar subjected to torsional impact loading at its free end. The differential equations governing the dynamic torsional deformation of the stepped bar are solved by means of the method of numerical integration along bi-characteristics. The stability and convergence of the numerical solutions are checked by estimating the total energy of the system. The torsional elastic wave-propagation experiments for the stepped bar are performed using a modified version of the torsional Hopkinson bar apparatus. The numerical results for the torsional shear strain-time profiles on the surface before and after the discontinuity of cross section of the stepped bar are shown to be in reasonable agreement with the experimental results. The limitations of the classical one-dimensional torsional wave equation for thin rods are examined by determining the two-dimensional distributions of the dynamic torsional shear stresses in the vicinity of the discontinuity of the cross section of the stepped bar.
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