共查询到19条相似文献,搜索用时 62 毫秒
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以非线性涡动影响下的水平Jeffcott裂纹转子为研究对象,分别建立了刚性支承的纯弯曲振动、弯扭耦合振动和轴承支承的弯扭耦合振动三种运动微分方程,针对三种模型,分析了裂纹转子系统响应的分叉与混沌特性。数值计算结果表明: 较大时,三种模型下的弯振分叉图均呈现出复杂的非线性特性,尤其在 附近,各种周期、拟周期和混沌响应交替出现,阵发性特点非常明显,系统由拟周期路径通向混沌。模型1、2的弯振分叉图特性基本相似,模型3则具有更为复杂的非线性特性。模型2、3的扭振分叉图与各自的弯振分叉图极为相似,且非线性特性也基本相同。分析结果有助于更充分了解裂纹转子的动力学特性。 相似文献
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通过直接求解单对称均匀薄壁Timoshenko梁单元弯扭耦合振动的运动微分方程,推导了其精确的动态刚度矩阵。在本文研究中考虑了弯扭耦合、翘曲刚度、转动惯量和剪切变形的影响。针对某弯扭耦合的薄壁梁算例,应用本文推导的动态刚度矩阵,采用自动Muller法和结合频率扫描法的二分法求解频率特征方程,计算了该薄壁梁的固有特性,并讨论了翘曲刚度、剪切变形和转动惯量对该弯扭耦合薄壁梁的固有频率和模态形状的影响。数值结果验证了本文方法的精确性和有效性,并指出随着模态阶次的增加,剪切变形、转动惯量和翘曲刚度对薄壁梁的固有特性的影响更加显著。 相似文献
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非对称船体梁弯扭耦合振动试验及分析 总被引:1,自引:0,他引:1
为了验证一种基于薄壁结构力学理论,考虑了翘曲,剪切,剖面转动以及结构不连续性影响的薄壁梁有限元模型的适用性,针对航空空母舰这种具有不对称结构的船型进行了弯扭耦合振动试验,并就试验结果和计算结果作了分析和比较。 相似文献
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摘 要 针对偏心高层建筑风致弯扭振动问题,采用Euler-Bernoulli梁模型,选择建筑截面刚度中心为参考坐标原点,坐标x轴平行于风向角,按照双向弯扭耦合振动理论,求取振型和自振频率;然后以随机振动理论为基础,发展了连续梁模型的三维风振理论,给出了风致弯扭耦合振动时顶层角点加速度响应表达式。针对具体算例,结合实际风洞试验拟合数据,运用本文方法进行计算,并与原文献计算结果比较,分析了误差来源;并研究了刚度中心、质心偏离对建筑自振频率、顶层角点加速度响应的影响。 相似文献
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本文考虑转动惯量、剪切变形和翘曲,讨论了用迁移矩阵法分析薄壁结构的弯扭耦合振动问题。文中讨论了断面突变处的协调条件及端部封板对振动特性的影响。算例表明,本文的理论和方法是可靠的。 相似文献
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通过直接求解均匀Bernoulli-Euler薄壁梁单元自由振动的控制运动微分方程,推导了其精确的动态传递矩阵.采用Bernoulli-Euler弯扭耦合梁理论,假定梁横截面没有任何对称性,考虑了薄壁梁在两个方向的弯曲振动及翘曲刚度的影响.动态传递矩阵可以用于计算非对称薄壁梁及其集合体的精确固有频率和模态形状.针对具体的算例,给出了各种边界条件下固有频率的数值结果并与文献中已有的结果进行了比较,还讨论了翘曲刚度对固有频率和模态形状的影响,结果表明如果忽略翘曲刚度的影响,可能得到毫无意义的结果. 相似文献
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This paper presents an improved model for naturally curved and twisted anisotropic beams with closed thin-walled cross-sections. By introducing eigenwarping functions and expanding axial displacements in series of eigenwarpings, the differential equation involving the generalized warping coordinate and the expression for eigenvalues can be derived using the principle of minimum potential energy. In the model the effects of some factors such as the initial curvature, torsion of the beams as well as torsion-related warping, transverse shear deformations and elastic coupling are incorporated. As an application, the present model is adopted to do an analysis for closed thin-walled composite box beams. Comparison with the existing experimental observation and numerical results shows that the proposed model is valid for analyzing such naturally curved and twisted beams. 相似文献
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Moshe Eisenberger Elia Efraim 《International journal for numerical methods in engineering》2001,52(11):1221-1234
This paper presents the exact dynamic stiffness matrix for a circular beam with a uniform cross‐section. The stiffness matrix is frequency dependent, and the natural frequencies are those that cause the matrix to become singular. Using this matrix the exact natural frequencies of circular beams with various boundary conditions are calculated and compared with available results in the literature. Copyright © 2001 John Wiley & Sons, Ltd. 相似文献
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The paper presents the wavelet-based discretization of the linearized finite-strain beam theory which assumes small displacements,
rotations and strains but is capable of considering an arbitrary initial geometry and material behaviour. In the numerical
solution algorithm, we base our derivations on the vector of strain measures as the only unknown functions in a finite element.
In such a way the determination of the beam quantities does not require the differentiation. This is an important advantage
which allows a wider range of shape functions. In the present paper, the classical polynomial interpolation is compared to
scaling and wavelet function interpolations. The computational efficiency of the method is demonstrated by analyzing initially
curved and twisted beams. 相似文献
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Yoon Young Kim Youngkyu Kim 《International journal for numerical methods in engineering》2002,53(7):1675-1693
A new five degree‐of‐freedom one‐dimensional theory is proposed for the analysis of thin‐walled curved rectangular box beams subjected to torsion and out‐of‐plane bending. In addition to the usual three degrees of freedom used for solid curved beams, two additional degrees corresponding to warping and distortion are included in the present theory. The coupling between the deformations corresponding to five degrees of freedom due to the curvature of the beam is carefully treated in the present work. The superior behaviour of the present beam theory is verified through numerical examples. Copyright © 2001 John Wiley & Sons, Ltd. 相似文献
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基于Flugge理论,建立了薄壁均质常曲率曲梁面内运动的6阶微分控制方程,得到了曲梁的频散特性曲线和6种波的轴向位移和径向位移的比值,推导了位移和内力响应的表达式以及物理域和波数域的变换矩阵。利用波的传递和反射矩阵对曲梁和半无限长直梁耦合时的能量传递系数和反射系数进行了求解分析。对于半无限长直梁中给定的拉伸波或弯曲波入射,得到了和频率,曲率半径和伸展角度相关的各种波传递和反射的能量系数表达式。数值结果表明,纵波和弯曲波在经过曲梁结构之后发生了波形转换,并研究了能量传递和反射系数随频率,伸展角度,曲梁曲率半径和截面尺寸比的变化。结果表明,无限长直梁和曲梁耦合系统中,低频时,经过曲梁反射和传递后的弯曲波和纵波会相互转化;高频时弯曲波和纵波都能够没有散射地通过曲梁而进行传播。为改善高频时曲梁中的能量衰减效果,研究了在曲梁结构中插入单个、多个中间支撑或阻振质量块时的能量传递和反射系数。结果表明,阻振质量块能够很好地阻止高频时曲梁中能量的传递,对于周期分布的多个阻振质量块,能量传递系数随频率的变化存在周期结构的阻带特征。这些研究结果为曲梁结构的设计提供定性的理论基础。 相似文献
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In the present work, woven fabric glass laminate is modified by interplying high modulus carbon fabric layers for improving the stiffness to weight ratio to enable good performance in dynamic conditions. The glass, carbon, and hybrid of glass/carbon laminates were fabricated with two different stacking sequences by hand layup method and tested for evaluating the mechanical properties with considerable trials. The vibration characteristics of composite beams were experimentally studied by impulse excitation techniques under fixed-free boundary conditions. The stacking sequence of beams influences the mechanical properties and vibration characteristics. The modal response of tested samples are compared and discussed. 相似文献
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