摘要
推导拟静态法获得载荷初值及稳定不发散计算结果,分析获得初值不准确原因,推导获得新的载荷识别方法。该方法基于数值原理,利用步步修正达到减少累积误差效果,可较大程度提高计算稳定性,并将数值迭代修正方法用于有限元模型载荷识别。结果表明,该方法能较准确识别出工程中常见的多种载荷,并具有一定抗噪能力。
A quasi-static method was presented to obtain the initial value of loading, which is a simple and quick algorithm to get stable and convergent results. The reason why the initial value of the algorithm would be not accurate was analysed, and a new load identification algorithm was deduced. The method is based on the principle of numerical algorithm arid uses the idea of step-by-step correction, which can reduce the effect of cumulative error and greatly improve the stability of calculation. This numerical iteration method was applied to the load identification of a finite element model. The results of simulation and experiment show that the method can accurately identify the common variety of loads in engineering, and it has a certain ability to resist noise.
出处
《振动与冲击》
EI
CSCD
北大核心
2016年第2期39-44,共6页
Journal of Vibration and Shock
基金
航空科学基金(2012ZA52001)
高等学校博士学科点专项科研基金(20123218120005)
中央高校基本科研业务费专项资金(NS2012080)
国家自然科学基金资助项目(51305197)
机械结构力学及控制国家重点实验室自主研究课题(0115K01)
关键词
载荷识别
时域
拟静态法
数值修正
load identification
time domain
quasi-static method
numerical correction