裂纹梁的单自由度模型

Tran Thanh Hai, Do Nam
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引用次数: 0

摘要

本文用单自由度系统建立了裂缝梁的简化模型。梁与SDOF模型之间的等效性意味着它们具有相同的基频和相似的频响函数(frf)。用频域保证准则谱相似指数(SSI)来检验频响函数的相似度。最后,利用所谓的光谱损伤指数(SDI)对裂缝梁及其简化SDOF模型的frf与裂缝位置和深度进行了比较。数值结果表明,SDI对裂纹具有显著的敏感性,可以作为一种新的频率响应函数检测指标。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
A single degree of freedom model for cracked beam
This paper presents a simplified model of cracked beam by single-degree-of-freedom system. Equivalence between the beam and SDOF models means that they have the same fundamental natural frequency and similar frequency response functions (FRFs). Similarity of FRFs is checked by using the frequency-domain assurance criterion acknowledged herein as spectral similarity index (SSI). Finally, FRFs of both the cracked beam and its simplified SDOF model have been examined versus crack location and depth using the so-called spectral damage index (SDI). Numerical results show that SDI is significantly sensitive to crack and could be used as a novel indicator for crack detection in beam by measurements of frequency response functions.
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