| 王亚波,马乾瑛,吴宗欢.基于传递矩阵法的Timoshenko裂纹梁自振特性分析[J].计算力学学报,2024,41(5):909~914 |
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| 基于传递矩阵法的Timoshenko裂纹梁自振特性分析 |
| Analysis of natural vibration characteristics of Timoshenko cracked beam based on transfer matrix method |
| 投稿时间：2023-07-05 |
| DOI：10.7511/jslx20230705002 |
| 中文关键词: 传递矩阵法 Timoshenko裂纹梁 自振频率 Matlab ABAQUS |
| 英文关键词:transfer matrix method timoshenko cracked beam natural frequency of vibration matlab ABAQUS |
| 基金项目:国家自然科学基金(51208041);陕西省自然科学基金(2020SF-382;2014JM2-5080);长安大学教学改革研究项目(20211822;300103292815)资助. |
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| 摘要点击次数: 18 |
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| 中文摘要: |
| 首先基于传递矩阵法,将裂纹截面假定一无质量扭转弹簧,通过扭转弹簧建立起各段子梁在裂纹截面处的矩阵传递关系,推导出含任意裂纹Timoshenko梁及无裂纹Timoshenko梁的传递矩阵,引入边界条件简化矩阵方程,并利用Matlab对方程进行求解。其次讨论了裂纹位置和相对深度对单裂纹简支梁自振频率的影响, 与文献结果进行对比,误差最多不超过1%;然后通过ABAQUS建立悬臂梁及两端固支梁有限元模型,分析相对裂纹深度对自振频率的影响,计算结果与有限元结果进行对比,误差不超过3.86%;最后研究了不同跨高比下相对裂纹深度对Timoshenko简支梁自振频率的影响,计算结果与文献最大误差为4.56%,验证了本文方法的有效性及适用性。 |
| 英文摘要: |
| Firstly,based on the transfer matrix method,the transfer matrices of a Timoshenko beam with arbitrary crack and Timoshenko beam without crack are derived.the crack section of the beam is assumed to be a mass free torsional spring.The matrix transfer relation between each beam segment and the crack section is established.Matlab is used to solve the equation.Secondly,the effect of crack location and relative depth on the natural vibration frequency of the simply supported beam with a single crack is discussed.The error is less than 1% compared with the results in the literature.Then,the finite element models of a cantilever beam and a beam fixed at both ends are established by ABAQUS,and the influence of the relative crack depth on the natural vibration frequency is analyzed.The calculated results are compared with the finite element results,and the error is less than 3.86%.Finally,the effect of the relative crack depth on the natural frequency of Timoshenko simply supported beams with different span to height ratios is studied.The maximum error between the calculated results and the literature is 4.56%,which verifies the validity and applicability of the proposed method. |
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