Identification of crack location in metallic biomaterial cantilever beam subjected to moving load base on central difference approximation

IF 1.1 Q4 MECHANICS
N. Kunla, T. Jearsiripongkul, S. Keawsawasvong, C. Thongchom, Jintara Lawongkerd, Peyman Roodgar Saffari, P. R. Saffari, N. Refahati
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引用次数: 3

Abstract

Abstract If not detected early, the cracks in structural components may ultimately result in the failure of the structure. This issue becomes even more critical when the component under investigation is a prosthesis placed in the human body. This study presents a crack location identification method based on the time domain in a cantilever beam of metallic biomaterials (CBMB). The absolute difference between the central difference approximation of the root mean square (RMS) of displacement of points on the cracked and uncracked beams was applied as a cracked location indicator. Captured time-domain data (displacement) at each node of the cracked and uncracked beams were processed into a central difference approximation of the RMS of displacement. Then, the crack could be detected by a sudden change of the cracked location indicator. The feasibility and effectiveness of the proposed method were validated by numerical simulations. The finite-element simulation of a CBMB with a transverse notch was analyzed in the numerical study. The notch or crack was detected along the beam under a moving load at various locations. A set of simulation experiments and numerical calculations was performed to determine whether the proposed identification method would accurately detect the location of a crack in a cantilever beam under a moving load compared to the location found by an exact solution method. The results showed that the proposed method was not only as able as the analytical method but also robust against noise: it was able to detect a crack precisely under 5% noise.
基于中心差分近似的金属生物材料悬臂梁在移动荷载作用下的裂纹位置识别
摘要如果不及早发现,结构构件中的裂纹最终可能导致结构失效。当被调查的部件是放置在人体内的假体时,这个问题变得更加关键。本研究提出了一种基于时域的金属生物材料悬臂梁裂纹位置识别方法。裂纹梁和非裂纹梁上点位移均方根(RMS)的中心差近似值之间的绝对差被用作裂纹位置指示器。在有裂纹和无裂纹梁的每个节点捕获的时域数据(位移)被处理成位移RMS的中心差分近似值。然后,可以通过裂纹位置指示器的突然变化来检测裂纹。数值模拟验证了该方法的可行性和有效性。在数值研究中,对带有横向缺口的CBMB进行了有限元模拟分析。在不同位置的移动载荷下,沿着梁检测到缺口或裂纹。进行了一组模拟实验和数值计算,以确定与精确求解方法发现的位置相比,所提出的识别方法是否能够准确地检测移动载荷下悬臂梁中裂纹的位置。结果表明,所提出的方法不仅与分析方法一样有效,而且对噪声具有鲁棒性:它能够在5%的噪声下精确检测裂纹。
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来源期刊
CiteScore
2.60
自引率
13.30%
发文量
25
审稿时长
14 weeks
期刊介绍: The aim of Curved and Layered Structures is to become a premier source of knowledge and a worldwide-recognized platform of research and knowledge exchange for scientists of different disciplinary origins and backgrounds (e.g., civil, mechanical, marine, aerospace engineers and architects). The journal publishes research papers from a broad range of topics and approaches including structural mechanics, computational mechanics, engineering structures, architectural design, wind engineering, aerospace engineering, naval engineering, structural stability, structural dynamics, structural stability/reliability, experimental modeling and smart structures. Therefore, the Journal accepts both theoretical and applied contributions in all subfields of structural mechanics as long as they contribute in a broad sense to the core theme.
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