面向对象的钢筋混凝土有限元非线性分析程序设计

采用面向对象的程序设计方法，结合钢筋混凝土有限元非线性分析模型，利用MFC(Microsoft Foundation Class Library)建立了有关描述钢筋混凝土有限元非线性分析的类，包括混凝土单元类、钢筋单元类、粘结单元类、非线性计算类，并给出了这些类的描述和它的实现方法，并为钢筋混凝土有限元非线性分析程序采用更合理的面向对象的方法提供了思路。     

考虑几何与材料及静风荷载的非线性因素的大跨径桥梁静风稳定分析法

针对现有的桥梁静风稳定分析方法中存在的问题，提出了增量与内外两重迭代相结合的新方法，并且考虑了结构几何、材料和静风荷载非线性。在上述方法的基础上，编制了桥梁非线性空气静力稳定分析程序BNAP，并进行了相应的算例分析，所得结果表明该方法具有计算稳定和速度快的优点。最后，以一座主跨1000米的斜拉桥为例，分析了结构几何非线性、材料非线性和静风荷载非线性对大跨径桥梁空气静力稳定性的影响。     

轴对称压电圆板的非线性动力响应

基于Von Karman板理论和压电材料力学,考虑横向剪切变形,建立了轴对称压电圆板的非线性运动方程,提出了相应的力学与电学边界条件.求解时,首先应用Galerkin方法,将非线性偏微分运动方程转化为仅含时间变量的非线性常微分方程.然后,应用Newmark-β方法将时间函数离散,整个问题应用Newtoni迭代法求解.算例中,求得了压电圆板线性振动基频,验证了方程和求解方法的可靠性,讨论了压电效应、几何非线性、结构尺寸、力学和电学荷载等因素对板非线性动力响应的影响.     

基于加性四元数的SINS/CNS非线性紧组合方法

针对SINS/CNS组合导航系统中的非线性特性,提出了基于加性四元数的SINS/CNS非线性紧组合方法.从捷联惯性导航系统误差非线性建模和天文角度非线性量测两个方面出发,推导了基于加性四元数的捷联惯导误差传播特性,构建了天文导航的非线性量测模型,采用二阶插值滤波算法实现了SINS和CNS的非线性信息融合.计算机仿真显示,SINS/CNS非线性紧组合方法充分考虑系统的非线性特性,机动情况下的峰值误差较小,相对线性紧组合方法导航精度提高约15％.     

非线性超声相控阵无损检测系统及实验研究

相控阵超声无损检测技术近年来在无损检测领域得到了越来越广泛的应用。但当前相控阵超声检测基于传统线性超声,对于材料或结构的微缺陷、微裂纹等缺陷不敏感。研究基于超声的非线性效应的非线性超声无损检测技术对于克服线性超声相控阵技术的不足具有积极的意义。本文设计和开发了基于非线性超声相控阵的无损检测系统,并利用超声检测的标准试件对该系统的性能进行了检验。对比测试了常规线性超声方法、基于滤波的非线性超声方法以及基于反相脉冲的非线性超声方法对于钨丝线靶、超声仿体以及碳钢试块的检测效果。测试结果表明,非线性超声相控阵无损检测技术与传统线性超声相控阵无损检测相比具有空间分辨力高、缺陷分辨力强等优点,而基于反相脉冲的非线性相控阵超声无损检测在空间分辨力上比基于滤波的非线性超声检测方法又有比较显著的提高。     

IDENTIFICATION OF NONLINEAR VIBRATION SYSTEMS BASED ON PARAMETRIC TFA

利用多项式调频小波变换对一类非线性系统的输出响应的瞬时特性进行了提取，结合FREEVIB和FORCEVIB方法中瞬态模态参数的算法，得到了能直观反应系统非线性特性的骨架线和阻尼系数曲线，并且通过拟合辨识出的系统平均化的非线性弹性力/阻尼力，对非线性振动系统的具体参数进行了识别和估计。通过数值仿真验算方法有效，而且具有精度高、抗噪能力强等优点。     

闭环硅微加速度计非线性补偿（英文）

为了降低闭环硅微加速度计的非线性,分析了其主要误差源并提出了相应的补偿方法。首先,分析了闭环状态下检测质量块偏离几何中心位置所造成的非线性问题,并确定了电路零位是主要误差源;其次,利用闭环反馈控制进行了非线性的优化分析;最后,提出了非线性补偿的工程调试方法。离心试验结果表明,采用该调试方法可将加速度计的非线性减小一个数量级以上。该结果验证了非线性误差分析和补偿方法的有效性,且适用于同批次加工的其它加速度计。     

基于增量谐波平衡的参激系统非线性识别法

将增量谐波平衡法应用到非线性系统的建模和参数识别中,针对Mathieu-Duffing方程,推导了利用增量谐波平衡原理识别参数激励非线性系统参数的方法.该方法改进了增量谐波平衡方法的推导过程,通过数值模拟对比研究了谐波平衡非线性识别(harmonic balance nonlinearity identification,HBNID)和增量谐波平衡非线性识别(incremental harmonic balance nonlinearity identification,IHBNID)的效果,验证了增量谐波平衡非线性识别的有效性.结果表明,增量谐波平衡非线性识别的计算效率较高,计算精度和抗噪能力都优于谐波平衡非线性识别.     

高维非线性动力学系统降维方法的若干进展

综述近年来非线性动力系统降维理论与方法的研究现状. 主要介绍非线性动力系统现有降维方法的基本思想、特点与局限性; 这些方法包括: 基于中心流形理论的降维方法, Lyapunov-Schmidt (L-S) 方法, 非线性Galerkin方法和本征正交分解技术(proper orthogonal decomposition, POD)方法; 并简单介绍了基于规范形理论和快慢流形动力系统的降维方法. 最后提出关于高维非线性动力系统降维的一些新设想, 并讨论了今后研究工作的方向.     

被动隔振体非线性振动的能量迭代解法

研究了由基础振动激励、弹性材料隔离的被动隔振体的强非线性动力响应。用变形的三次多项式函数表征隔振材料的非线性刚度特性,建立了被动隔振体的非线性动力学方程,得到有阻尼受迫振动Duffing方程。将求解强非线性自治系统的能量迭代方法加以改进,推广应用到强非线性非自治系统,求出周期响应的近似解析解表达式,以及幅频关系、相频关系和隔振系数的近似表达式。算例中应用本方法与Runge-Kutta方法进行了对照,结果表明求解精度较高。本文利用计算机进行了辅助推导。     

混凝土断裂的连续-非连续方法

采用有限元形函数作为单位分解函数,位移间断用富集节点的附加自由度表示,建立了允许在单元内部位移非连续的局部富集公式以表征混凝土的开裂区域．富集基函数由节点形函数和节点形函数与间断函数的乘积的并集构成．非连续位移的扩展路径完全与网格结构无关．不同于以非协调应变为基础的嵌入非连续模型,对单元的类型没有限制而且间断位移可以贯穿单元边界．局部富集思想与扩展有限元类似,但富集点自由度保持节点位移的物理意义不变,使相邻单元无需进行富集运算．在变分公式中引入混凝土粘结本构定律,推导了考虑断裂过程区非线性影响的基本方程．对混凝土粘结裂纹扩展的数值模拟说明了该计算方法的有效性．     

GEOMETRICALLY NONLINEAR ANALYSIS OF MINDLIN PLATE USING THE INCOMPATIBLE BENDING ELEMENTS WITHIN TERNAL SH

ＧＥＯＭＥＴＲＩＣＡＬＬＹＮＯＮＬＩＮＥＡＲＡＮＡＬＹＳＩＳＯＦＭＩＮＤＬＩＮＰＬＡＴＥＵＳＩＮＧＴＨＥＩＮＣＯＭＰＡＴＩＢＬＥＢＥＮＤＩＮＧＥＬＥＭＥＮＴＳＷＩＴＨＩＮＴＥＲＮＡＬＳＨＥＡＲＳＴＲＡＩＮＪｉａｏＺｈａｏ－ｐｉｎｇ（焦兆平）（Ｓｏｕｔ...     

Compatible dynamic finite element with diagonalized consistent mass matrix

In this paper, the compatible dynamic finite elements with diagonalized consistent mass matrix are studied. In previous papers^[1,2], the author studied the dynamic finite elements with diagonalized consistent mass matrix, but all of them are incompatible elements. In this paper, the compatible form functions are obtained not only for the tetrahedron elements, but also for the triangular ring elements, with diagonalized consistent mass matrices. This kind of finite elements can be used for the treatment of impact problems, vibration problems, and problems involving time coordinates, including the linear and nonlinear problems.     

Isogeometric analysis of nonlinear Euler–Bernoulli beam vibrations

In this paper we analyze the vibrations of nonlinear structures by means of the novel approach of isogeometric finite elements. The fundamental idea of isogeometric finite elements is to apply the same functions, namely B-Splines and NURBS (Non-Uniform Rational B-Splines), for describing the geometry and for representing the numerical solution. In case of linear vibrational analysis, this approach has already been shown to possess substantial advantages over classical finite elements, and we extend it here to a nonlinear framework based on the harmonic balance principle. As application, the straight nonlinear Euler–Bernoulli beam is used, and overall, it is demonstrated that isogeometric finite elements with B-Splines in combination with the harmonic balance method are a powerful means for the analysis of nonlinear structural vibrations. In particular, the smoother k-method provides higher accuracy than the p-method for isogeometric nonlinear vibration analysis.     

非线性复合材料的一种杂交应力有限单元方法

建立了非线性复合材料模型的杂交应力有限元方法,并在材料主坐标系下提出直接方法计算单元非线性应力场,然后由此计算单元切线刚度矩阵和剩余载荷并转换到整体坐标系下,利用Newton-Raphson方法进行结构的位移迭代。在Hahn-Tsai非线性复合材料杂交元分析中,由位移和应力方程所导出求解单元非线性应力场的简单迭代法是条件收敛的,对较大载荷当迭代位移增加到一定程度以后无法得到应力收敛解。但是,利用本文提出的直接法由于完全避免了非线性应力场迭代,不仅很好地解决了这一问题,而且极大地提高了计算效率。数值算例说明该方法是确实有效的。     

A generic approach towards finite growth with examples of athlete's heart, cardiac dilation, and cardiac wall thickening

The objective of this work is to establish a generic continuum-based computational concept for finite growth of living biological tissues. The underlying idea is the introduction of an incompatible growth configuration which naturally introduces a multiplicative decomposition of the deformation gradient into an elastic and a growth part. The two major challenges of finite growth are the kinematic characterization of the growth tensor and the identification of mechanical driving forces for its evolution. Motivated by morphological changes in cell geometry, we illustrate a micromechanically motivated ansatz for the growth tensor for cardiac tissue that can capture both strain-driven ventricular dilation and stress-driven wall thickening. Guided by clinical observations, we explore three distinct pathophysiological cases: athlete's heart, cardiac dilation, and cardiac wall thickening. We demonstrate the computational solution of finite growth within a fully implicit incremental iterative Newton-Raphson based finite element solution scheme. The features of the proposed approach are illustrated and compared for the three different growth pathologies in terms of a generic bi-ventricular heart model.     

MIXED COMPATIBLE ELEMENT AND MIXED HYBRID INCOMPATIBLE ELEMENT VARIATIONAL METHODS IN DYNAMICS OF VISCOUS BAROTROPIC FLUIDS

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Nonlinear shell-type to beam-type fea simplifications for composite frp poles

This paper presents a semi-analytical finite element analysis of pole-type structures with circular hollow cross-section. Based on the principle of stationary potential energy and Novozhilov’s derivation of nonlinear strains, the formulations for the geometric nonlinear analysis of general shells are derived. The nonlinear shell-type analysis is then manipulated and simplified gradually into a beam-type analysis with special emphasis given on the relationships of shell-type to beam-type and nonlinear to linear analyses. Based on the theory of general shells and the finite element method, the approach presented herein is employed to analyze the ovalization of the cross-section, large displacements, the P-Δ effect as well as the overall buckling of pole-type structures. Illustrative examples are presented to demonstrate the applicability and the efficiency of the present technique to the large deformation of fiber-reinforced polymer composite poles accompanied with comparisons employing commercial finite element codes.     

非协调四结点平面等参位移元新列式方法

本文导出一种等参协调元位移函数的新的表示方法,在此基础上建立起了构造等参非协调元的新方法。作为实例,构造出两个可以给出单刚显式的四结点平面非协调新单元。