用能量损失法评价类梁结构横向裂纹的严重程度

Vasile Marius Pop, Tufisi Cristian, Gilbert-Rainer Gillich, Daniela Georgiana Burtea
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引用次数: 0

摘要

随着时间的推移,结构可能会受到疲劳、不适当的生产方法或过度载荷引起的多种类型的损伤的影响。本文描述了一种基于固有频率变化来评估梁状结构中存在的横向裂缝严重性的方法。由于损伤的存在会对梁在受影响截面中存储的能量产生负面影响,因此考虑到在该位置存储的归一化能量,有可能找到裂缝对沿梁任何其他位置的影响。该技术基于一种数学关系,该关系提供了考虑两项的弯曲振动模式频率变化的精确解。第一项考虑的是储存在梁中的拉伸能,第二项考虑的是由于裂缝而增加的柔度,因此损伤评估分两阶段进行;首先,找到裂缝的位置,然后对其严重程度进行评估。在这项研究中,目的是测试开发的方法估计横向裂缝的严重程度不同截面和长度的梁。
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Evaluating the severity of transverse cracks in beam-like structures by using an energy loss method
Over functioning time, structures can be affected by multiple types of damages caused by fatigue, improper production methods, or exceeding loads. The current paper describes a method for evaluating the severity of transverse cracks that are present in beam-like structures based on changes in the natural frequencies. Because the presence of damage has a negative impact on the energy that a beam can store in the affected section, it is possible to find the influence of the crack on any other position along the beam, considering the stored normalized energy in that location. The technique is based on a mathematical relationship that provides the exact solution to the frequency changes of the bending vibration modes, considering two terms. The first term is related to the tensile energy stored in the beam, and the second term considers the increase of flexibility due to cracks, for this reason, damage assessment is performed in two stages; first, the location of the crack is found and then an assessment of its severity is performed. In this study, the aim is to test the developed method for estimating the severity of transverse cracks for different sections and lengths of beams.
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