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作 者:彭长清 刘金兴 PENG Changqing;LIU Jinxing(Faculty of Civil Engineering and Mechanics,Jiangsu University,Zhenjiang,Jiangsu 212013,P.R.China)
机构地区:[1]江苏大学土木工程与力学学院,江苏镇江212013
出 处:《应用数学和力学》2025年第2期154-164,共11页Applied Mathematics and Mechanics
基 金:国家自然科学基金(11972174)。
摘 要:基于动力刚度法(DSM)表述了多段梁(MSB)点阵的动态响应,进而利用Wittrick-Williams(WW)算法计算其各阶固有频率.首先,根据MSB内部节点处的位移与应力连续条件,以分块矩阵组装的形式得到了MSB的动力刚度矩阵.利用这种方法获得的MSB动力刚度矩阵仍然是两节点式,并不会增大刚度矩阵的维度.WW算法与动力刚度矩阵的结合可以精确求解点阵的各阶固有频率.针对MSB点阵的周期性胞元,在原始动力刚度矩阵中考虑Floquet边界条件,再采取WW算法并最终得到了相应点阵的色散曲线.在不可约Brillouin区内,利用该法算得的色散曲线与基于COMSOL仿真的结果相比,两者误差在6%以内,验证了所建方法的可行性.进而系统研究了微观几何和材料参数对色散曲线的影响规律,结果表明使用MSB搭建点阵是调节点阵色散特性的有效方法.The dynamic stiffness method(DSM)was employed to describe dynamic responses of periodic lattices composed of multi-segment beams(MSBs),and the dispersion characteristics were examined based on the Wittrick-Williams algorithm(WWA).First,the dynamic stiffness matrix of the MSB was obtained with the continuity conditions in terms of displacements and stresses at inner joints.The obtained dynamic stiffness matrix in nature remains a 2-node type element,and has the same dimensions as those of a 2-node homogeneous beam.The combination of the DSM and the WWA enables the accurate calculation of natural frequencies of the lattice.As for a periodic unit cell of the MSB lattice,the Floquet boundary condition was introduced into the initial DSM,and then dispersion curves and natural frequencies can were obtained with the WWA.In the irreducible Brillouin zone,results obtained with the proposed method agree reasonably well with those by software COMSOL,with errors no larger than 6%,which verifies the effectiveness of the proposed method.Furthermore,the effects of microscopic geometric and material parameters on lattice dispersion curves were studied.The results show that,the MSB makes an effective way to adjust dispersion characteristics of lattices by building periodic lattices.
关 键 词:动力刚度法 Wittrick-Williams算法 Floquet边界条件 多段梁点阵 色散曲线
分 类 号:O32[理学—一般力学与力学基础]
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