基于裂纹附加模态Timoshenko梁的裂纹损伤识别

将梁中横向裂纹等效为无质量扭转弹簧，并忽略其对梁剪切变形的影响，得到的具有任意裂纹数目Timoshenko 梁自振模态的统一显示解析表达式．将裂纹梁的自振模态分为基本模态和裂纹附加模态，利用最小二乘拟合，建立了利用裂纹附加模态函数的梁裂纹损伤识别方法．通过数值模拟开展了简支单裂纹梁以及悬臂和固支双裂纹梁等的裂纹损伤识别，考察了测量误差对损伤识别的影响，数值结果表明本文所提出的裂纹损伤识别方法对裂纹位置的识别精度高于对裂纹损伤程度的识别精度；随着测量误差的增加，裂纹位置及裂纹损伤程度的识别误差增加，但仍在可接受的范围内，故该裂纹损伤识别方法在实际工程中具有一定的应用价值．     

钻孔法测量残余应力过程中钻孔附加应变

本文叙述了钻孔法测量残余应力过程中的附加应变.研究应力水平对附加应变的影响是在单向应力条件下进行的,结果表明,钻孔条件、材料状态以及残余应力达到一定值时,附加应变为零.     

对压弯构件附加弯矩的研究

 分析轴向力对压弯构件弯曲变形的影响，导出了轴向力对压弯构件引起的附加弯矩的一 般表达式. 通过实例计算，定量分析了附加弯矩对压弯构件的最大弯矩的影响，得出了在实 际问题中可否忽略附加弯矩的判别条件.     

自适应底座附加冲击载荷的积分表达和影响因子

为研究附加冲击载荷的解析方法和影响因子,推导了附加冲击载荷的积分表达式,获得了影响附加冲击载荷的3个主要参数;建立底座的数值模型,并通过实验验证了数值模型建立方法的正确性。在数值模型基础上,结合MISO(multiple-input, single-output)多元广义多项式神经网络方法,建立了底座力学特性数学模型,对附加冲击载荷的影响因子进行智能决策分析。分析结果表明:对于附加冲击载荷的影响因子由高到低排序为帘线模量、截面面积、帘线间距,且当相应参数的变化导致附加冲击载荷增大时,该参数对附加冲击载荷的影响因子逐渐减小。     

典型连接结构螺栓的附加弯矩形成机理与承载能力研究及结构优化设计

针对典型连接结构中, 高强螺栓在受拉工况下因产生附加弯矩而极大削弱其承载能力的问题, 开展了螺栓附加弯矩产生的机理研究, 并提出了一种有效降低螺栓附加弯矩的结构优化设计方法. 首先, 建立典型连接结构的等效力学模型, 推导出螺栓附加弯矩的解析解, 进一步开展数值仿真分析, 验证了解析方法的正确性. 考虑螺栓同时承受拉弯耦合载荷工况, 引入梁塑性弯曲理论, 研究了不同拉弯组合下的螺栓截面各类应力分布的交互关系, 并给出了考虑轴力影响的弯矩塑性折减系数. 基于最大应力破坏准则, 开展了考虑附加弯矩和弯曲塑性影响的螺栓载荷失效判据研究, 该判据更加具有工程应用价值. 从机理出发, 开展典型连接结构优化设计以降低螺栓的附加弯矩进而提高其承载能力, 进一步采用解析方法, 阐述了铰支球头的工作机理. 采用数值仿真方法, 开展了螺栓附加弯矩灵敏度分析, 验证了优化设计方法的有效性. 进一步开展试验研究, 获得不同连接状态下螺栓的附加弯矩, 验证了优化设计方法的正确性和可行性. 该方法能够极大降低高强螺栓的附加弯矩, 最大程度发挥螺栓的承载能力, 提高连接结构的可靠性.      

附加质量变化率在航行体出水过程中的影响研究

航行体出水运动过程中,附加质量逐渐减小,在一些研究其出水运动的模型中,只考虑了随状态变化的附加质量值,而没有充分考虑附加质量的变化过程。本文通过建立航行体出水运动物理模型和对航行体出水过程的受力分析,构建了出水过程的动力学方程。为了更加准确模拟航行体出水情况,在进行理想流体作用力求解时,引入附加质量变化率研究附加质量在出水过程中的变化以及对出水过程的影响。通过对数学模型的仿真分析表明,在计算模型中考虑附加质量变化率能显著提高模型的计算精度。     

频响函数综合法预测结构在水下的动特性

通过对一个结构模型在空气中和水下的动特性的研究，探讨了由结构在空气中的模态参数和水的附加质量预测结构在水下的模态参数的频响函数综合法，用以替代实体结构在水下的动特性试验。应用这种方法预测得到了结构在水下的模态参数并与结构的湿模态试验结果进行了对比。研究结果表明，对于所研究的梁形结构，不考虑水的阻尼，将水对结构的影响考虑成为附加质量，应用频响函数综合法预测结构在水下的模态参数是可行的     

用声信号识别构件模态频率

本文提出一种新的模态分析方法—用声信号识别构件模态频率.传声器不与结构表面接触,消除了附加质量的影响.同时,结合时间序列谱分析法改善并提高了响应谱的精度.     

附加黏滞阻尼器结构附加等效阻尼比算法研究

本文基于应变能概念,从附加等效阻尼比计算的基本理论出发,结合国内外相关规范、导则及论文,讨论了几种计算附加非线性黏滞阻尼器建筑结构的附加等效阻尼比实用估计方法.以一个实际工程为算例,比较附加黏滞阻尼器结构和两种不同估计方法得到的附加等效阻尼比的阻尼结构在地震时程下的响应,验证了各方法计算结果满足工程精度情况.     

钻孔法测量残余应力过程中钻孔附加应变的研究（Ⅱ）

本文应用弹塑性理论研究了被测试样的屈服强度、应力场对钻孔法测量残余应力过程中钻孔附加应变的影响,使用简化的理论模型推导了低速旋转钻头钻孔产生附加应变的一般表达式.结果表明钻孔引入的附加应变与被测试样的原始残余应力状态有关,随应力水平增加而增大,在压应力减小到某一临界值σ时,钻孔附加应变为零。在 Ly12铝合金上的实验测量结果与理论结果一致。     

Calculation of tensile membrane effects of concrete slabs

利用变形梯度直和分解, 提出了基于能量原理计算钢筋混凝土板大变形时极限承载力方法, 该方法考虑了薄膜效应影响并与传统塑性铰线理论相统一, 既适用于矩形板和方形板, 也适用于各向同性配筋和各向异性配筋的板, 认为薄膜效应主要是由于塑性铰线处钢筋的伸长耗能造成的, 该方法还可以解释同样挠度下方形板比矩形板早破坏和同样配筋时在矩形板短跨方向钢筋断裂的试验现象. 计算结果与试验具有很好的一致性.     

Application of equation regulation method to the solution of inverse problems in multiphase materials

In this paper, we propose a new method of determining local material properties of multiphase composites given the experimentally measured displacements and known traction boundary conditions. In the proposed method, an “observation” term is added to the original differential equation, and the modified equation is solved in terms of a regulation parameter. We call this approach the equation regulation (ER) method. By appropriately adjusting the value of the regulation parameter based on the noise level in the input data, we get faster convergence and improved stability than prevailing methods of solving the inverse problem in elliptic ordinary differential equations. Several numerical examples to the solution of this non-linear problem with continuous and discontinuous coefficient functions are given to show the accuracy and reliability of the proposed method.     

圆筒试验JWL状态方程参数的贝叶斯标定

在研究数值模拟的输入参数引入的不确定性时,通常需要人为给定每个输入参数的概率分布,且输入参数概率分布的选择可能会对分析结果产生直接影响。利用贝叶斯方法标定了圆筒试验JWL状态方程参数,得到了标定参数的估计值和后验分布,并研究了不同统计模型假设对标定参数的估计值和后验分布的影响。贝叶斯后验分布融合了基准试验的试验数据的信息,因此将其作为不确定度量化分析时输入参数的初始概率分布,可以尽量减少分布选择引入的认知不确定性。     

Nonlinear modelling of chemostat model with time delay and impulsive effect

In this paper, a chemostat model with periodically pulsed input and time delay is considered. We show that there exists a microorganism-free periodic solution, which is globally attractive when the period of impulsive effect is less than some critical value. Further, we give the sufficient conditions for the permanence of the model with time delay and pulsed input. We show that time delay, impulsive input can bring different effects on the dynamic behavior of the model by numerical analysis. We show that impulsive effect destroys the equilibria of the unforced continuous system and initiates periodic solution. Our results can be applied to culture the microorganism.     

An improved wave motion input method for application of multi-transmitting boundary

To solve scattering problems with multi-transmitting boundary, we present an improved wave motion input method based on the idea that error caused by the difference between incident wave field used in calculation and waves propagating in finite element grids can be eliminated to suppress drift instability. In this method, a calculation scheme is proposed to obtain the numerical solution of incident wave field, which establishes boundary region models with the multi-transmitting boundary. Numerical experiments demonstrate that this improved wave motion input method not only eliminates drift instability but also effectively improves the calculation accuracy of low-frequency components. Furthermore, the method is easy to implement and, unlike other approaches, does not need artificial parameters. Thus, this method is proposed for use in wave scattering simulation such as seismic response analyses of structures, particularly for long-period structures and those that are sensitive to low frequency.     

水下爆炸作用下基于声学的爆源子结构输入方法

无限域吸收边界和爆炸波输入是水下爆炸载荷数值模拟的两个关键问题.本文借鉴基于内部子结构的地震波动输入方法和爆源子结构多尺度分析方法,考虑水下爆炸载荷与地震载荷同属于波动问题,提出一种水下爆炸作用下爆源子结构的爆炸波输入方法,该方法首先通过对爆源区域进行水下爆炸波自由场的波场分解,并利用地震波的内部子结构输入方法,将该自由波场运动转换为等效爆炸波输入载荷,从而实现了水下爆炸问题中冲击波的输入;本文采用圆形爆源子结构区域,并采用AUTODYN软件中一维自由场模型计算水下爆炸作用下该区域的自由波场压力时程.进一步,基于连分式近似方法提出了一种模拟无限域水体辐射效应的高精度时域人工边界条件,该吸收边界可设置于离结构和爆源子结构较近处.本文提出的分析方法通过圆形爆源子结构进行水下爆炸载荷的转化,并采用高精度吸收边界大大减少计算区域,既保证了计算精度,又降低了单元数量,具有较高的计算效率和较强的实用性.通过数值算例分析,验证了本文模型与方法的准确性,模拟了水下爆炸作用下的冲击波和气泡脉动阶段测点的压力时程曲线,并研究了圆形结构对水下近场爆炸波散射效应的影响规律.     

具有随机参数的动力系统随机地震响应分析

本文同时考虑地震输入的随机性和结构动力本数的随机性，在随机振动分析中引入随机有限元法，以单自由反动力系统为例，分析了不同参数变异性对随机结构动力响应的影响。     

The dynamics of a high-dimensional delayed pest management model with impulsive pesticide input and?harvesting prey at different fixed moments

In this paper, a delayed pest control model with stage-structure for pests by introducing a constant periodic pesticide input and harvesting prey (Crops) at two different fixed moments is proposed and analyzed. We assume only the pests are affected by pesticide. We prove that the conditions for global asymptotically attractive ??predator-extinction?? periodic solution and permanence of the population of the model depend on time delay, pulse pesticide input, and pulse harvesting prey. By numerical analysis, we also show that constant maturation time delay, pulse pesticide input, and pulse harvesting prey can bring obvious effects on the dynamics of system, which also corroborates our theoretical results. We believe that the results will provide reliable tactic basis for the practical pest management. One of the features of present paper is to investigate the high-dimensional delayed system with impulsive effects at different fixed impulsive moments.     

A non-intrusive approach for the reconstruction of POD modal coefficients through active subspaces

Reduced order modeling (ROM) provides an efficient framework to compute solutions of parametric problems. Basically, it exploits a set of precomputed high-fidelity solutions—computed for properly chosen parameters, using a full-order model—in order to find the low dimensional space that contains the solution manifold. Using this space, an approximation of the numerical solution for new parameters can be computed in real-time response scenario, thanks to the reduced dimensionality of the problem. In a ROM framework, the most expensive part from the computational viewpoint is the calculation of the numerical solutions using the full-order model. Of course, the number of collected solutions is strictly related to the accuracy of the reduced order model. In this work, we aim at increasing the precision of the model also for few input solutions by coupling the proper orthogonal decomposition with interpolation (PODI)—a data-driven reduced order method—with the active subspace (AS) property, an emerging tool for reduction in parameter space. The enhanced ROM results in a reduced number of input solutions to reach the desired accuracy. In this contribution, we present the numerical results obtained by applying this method to a structural problem and in a fluid dynamics one.