共查询到20条相似文献,搜索用时 31 毫秒
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本文论述了利用模态分析和有限元分析相结合来识别复合材料板的刚度系数的方法。该方法取决于(1)正确的有限元模型;(2)可靠的实验模态分析数据和正确的相关准则;(3)快速而又稳妥的估算方法,该方法对有限元模型动力修正也是有用的 相似文献
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A hybrid numerical-experimental approach to identify elastic modulus of a textile composite panel using vibration test data is proposed and investigated. Homogenization method is adopted to predict the initial values of elastic parameters of the composite, and parameter identification is transformed to an optimization problem in which the objective function is the minimization of the discrepancies between the experimental and numerical modal data. Case study is conducted employing a woven fabric reinforced composite panel. Three parameters (E11, E22, G12) with higher sensitivities are selected to be identified. It is shown that the elastic parameters can be accurately identified from experimental modal data. 相似文献
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A damage detection method for complicated beam-like structures is proposed based on the subsection strain energy method (SSEM),
and its applicability condition is introduced. For a beam with the continuously varying flexural stiffness and an edge crack,
the SSEM is used to detect the crack location effectively by numerical modal shapes. As a complicated beam, the glass fiber-reinforced
composite model of a wind turbine blade is studied based on an experimental modal analysis. The SSEM is used to calculate
the damage index from the measured modal parameters and locate the damage position in the blade model successfully. The results
indicate that the SSEM based on the modal shapes can be used to detect the damages in complicated beams or beam-like structures
for engineering applications. 相似文献
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为建立精确的岸桥有限元模型,研究了基于贝叶斯信息融合的模型修正方法.通过方差分析,确定待修正参数,利用中心复合试验设计获取样本点,根据有限元计算结果与实测的结果残差为目标函数获得响应样本.拟合样本点和响应样本值构建二阶多项式响应面模型,并检验响应面模型的精度.基于贝叶斯理论更新融合系数来优化响应面参数,从而获得修正模型.以宁波大榭3号岸桥为工程背景,对比修正后的模态频率和实测频率,最大频率相对误差不超过5%,进而验证了基于贝叶斯信息融合的动力学有限元模型修正方法的有效性.修正后的有限元模型可进一步应用于岸桥的健康监测和安全评估. 相似文献
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Nikolaos A. Chrysochoidis Dimitris A. Saravanos 《International Journal of Solids and Structures》2007,44(25-26):8751-8768
A coupled linear layerwise laminate theory and a beam FE are formulated for analyzing delaminated composite beams with piezoactuators and sensors. The model assumes zig-zag fields for the axial displacements and the electric potential and it treats the discontinuities in the displacement fields due to the delaminations as additional degrees of freedom. The formulation naturally includes the excitation of piezoelectric actuators, their interactions with the composite laminate, and the effect of delamination on the predicted sensory voltage. The quasistatic and modal response of laminated composite Gr/Epoxy beams with active or sensory layers having various delamination sizes is predicted. The numerical results illustrate the strong effect of delamination on the sensor voltage, on through the thickness displacement and on the stress fields. Finally, the effect of delamination on modal frequencies and shapes are predicted and compared with previously obtained experimental results. 相似文献
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有频率禁区的连续体结构拓扑优化 总被引:3,自引:3,他引:3
用ICM(独立连续映射)方法建立了以重量为目标、频率为约束的连续体结构拓扑优化模型,并转化为对偶模型利用序列二次规划求解.解决了“棋盘格”现象、网格依赖性、局部模态及模态交换等问题.以重量为目标建立的优化模型同截面及形状优化形成了统一模型,在处理多频率约束及解决模态交换问题上有优势. 相似文献
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T. K. Ooi J. A. Gilbert M. V. Bower R. E. Vaughan R. C. Engberg 《Experimental Mechanics》2005,45(3):221-225
In this paper we describe how finite element and experimental modal analyses can be used to characterize the dynamic behavior
of plates made from a new class of graphite reinforced silica/polymer matrix composite (GRSPMC) materials. An agreement is
obtained between both methods, and the results show that GRSPMC materials can be modeled and tested using tools similar to
those applied to the study of classical composite laminates. 相似文献
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Ching-KongChao Chun-ChingHsiao Po-QuangChen 《Acta Mechanica Sinica》2002,18(2):103-108
The effect of stress distribution due to the changes of the distal screw alignment in relation to the Gamma nail and the femoral shaft is thoroughly studied in this paper. Failure of the Gamma nail composite occurs through the cranial aperture of the distal screws and the insertion hole for the lag screw due to nonunion, delayed-union and continued weight-bearing. A three-dimensional finite element model was used to study the fractured femur, the Gamma nail, the lag screw and the distal locking screws. The first and the second distal screws were inserted into the Gamma nail in four different configurations. We found that the stress of the Gamma nail composite was substantially reduced with the two screws configured in the anterior to posterior direction. This alignment can bear greater loading in the more demanding fracture types. In the subtrochanteric fracture or the comminuted fractures at the proximal femur, the optimal alignment of the two distal screws was in the anterior to posterior direction. 相似文献
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A pure tone phenomenon has been observed at 460 Hz in a piping steam line. The acoustical energy has been identified to be generated in an open gate valve and to be of cavity noise type. This energy is then transmitted to the main pipe by fluid/structure coupling. The objectives here are to display the mechanism of the flow acoustic coupling in the cavity and in the duct through an aeroacoustical analysis and to understand the way of energy transfer from the fluid to the main pipe through a vibroacoustical analysis. Concerning the first objective, an experimental study by means of 2/7 scale models in air is analysed by means of numerical flow simulation. The flow acoustic phenomena are modelled by computing the Euler equations. Two different computations are carried out: in the first one, a pure Euler modelling is used, in the second one, a boundary layer obtained from experimental data is introduced in the computation in order to have a realistic flow profile upstream the cavity. The boundary layer flow profile appears to be essential to recover the experimentally observed coupling between the shear-layer instability and the acoustical transverse mode of the pipe. The numerical results confirm that the second aerodynamic mode is responsible for the oscillation. While the predicted frequency agrees about 1% with the scale model experiments, the predicted amplitude is approximately 15 dB too low. For the second objective, fluid/structure coupling in the main pipe is studied using two fully coupled methods. The first method consists in a modal analysis of the line using a fluid–structure finite element model. The second one is based on the analysis of dispersion diagrams derived from the local equations of cylindrical shells filled with fluid. The way of energy transfer in transverse acoustical waves coupled with flexion-ovalization deformations of the pipe is highlighted using both methods. The dispersion diagrams allow a fast and accurate analysis. The modal analysis using a finite-element model may complete the first one with quantitative data. The link between the fluid/acoustic and the fluid/structure analysis is then the excitation of the transverse acoustical mode of the duct. 相似文献
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利用Kriging方法进行结构模型修改 总被引:1,自引:0,他引:1
结构模型修改已经演化为一个多学科的研究课题,本文将该问题处理为确定从模态参数到模型参数之间的映射问题,并利用起源于地质统计学的Kriging技术实现该映射。对于一实际钢结构,通过实验测量得到了全部摸态数据,利用部分测量得到的模态数据进行了模型修改的实验研究,实验结果表明,利用修改后模型计算得到的全部摸态数据与测量结果吻合良好,表明该模型修改方法是可行的;同时该方法表现出了与基于神经网络的修改方法的互补特性。 相似文献
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约束阻尼结构能有效减振, 但会增加结构的质量和体积, 基于此有必要对其
结构进行优化. 本文应用有限元软件ANSYS建立增设支撑层的约束阻尼梁模型, 根据模态应
变能原理提取约束阻尼梁的模态损耗因子, 并建立以阻尼段长度、约束层厚度、支撑层厚度、
阻尼段数目为设计变量的目标函数, 利用MATLAB多目标遗传算法进行优化运算. 计算结果表
明, 优化后的约束阻尼结构能够在引入质量较小情况下有效减小梁振动幅度, 使振动在较短
的时间内衰减. 相似文献
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We present a collection of experimental results on the influence of modal interactions (i.e., internal or autoparametric resonances) on the nonlinear response of flexible metallic and composite structures subjected to a range of resonant excitations. The experimental results are provided in the form of frequency spectra, Poincaré sections, pseudo-phase planes, dimension calculations, and response curves. Experimental observations of transitions from periodic to chaotically modulated motions are also presented. We also discuss relevant analytical results. The current study is also relevant to other internally resonant structural systems. 相似文献
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This paper describes the experimental procedure to identify the predominant frequencies of the high speed testing machine
by conducting modal analysis. The effects due to the predominant frequencies of the system and loading rate on the magnitude
of system ringing and the flow stress were analyzed by using a single degree-of-freedom (SDOF) spring-mass-damper model. The
system was then used to study the dynamic tensile behavior of two engineering materials, i.e., polyethylene (PE) fabric-cement
composite and Alkaline Resistant (AR) glass fabrics at an intermediate strain rate. The stress oscillations in the response
of these materials due to system ringing were addressed. The failure behavior of each material was studied by examining high
speed digital camera images of specimens during the test. The validity of the dynamic tensile tests was investigated by examining
the condition of dynamic stress equilibrium—a criterion used in split Hopkinson pressure bar (SHPB) tests. The results show
that the quantitative criterion for a valid SHPB test is also applicable to dynamic tensile tests of these materials at the
intermediate strain rate. 相似文献
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The problem of using measured modal parameters to detect and locate damage in structures made of fiberreinforced composites
is investigated. Recent work in this area using modal sensitivity equations is used in conjunction with internal-state variable
constitutive theory to derive a set of damage-detection equations which are used to predict, from changes in measured modal
parameters, the current value of the internal-state variables in each finite element. The value of the internal-state variable
determines the extent of damage at a given location. Numerical examples involving damaged composite beams are used to demonstrate
the capability of the theory to predict the exact location and the severity of damage. To provide experimental evidence to
support the theory, mechanical and modal tests are performed on a [0,903]
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laminated composite beam in the undamaged state and in three additional states of progressive damage. At each stage of damage,
edge replications are taken to determine the crack density along the length of the beam. The predicted values of the internal-state
variables, obtained from the modalsensitivity equations using measured modal information, are compared with the values of
the internal-state variables obtained from crack-density measurements along the length of the beam. Good agreement between
the predicted and the measured values is found. 相似文献
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单层短程线网壳结构模型试验研究 总被引:1,自引:0,他引:1
模型试验是全面掌握工程结构基本特性的有效手段之一。根据模型相似理论设计并制作了单层短程线网壳结构模型,同时设计了可动砝码加载方案,加工制作了砝码及支托。对结构杆件进行了材料拉伸试验,对结构模型进行了静载试验和模态试验研究,成功获得了结构模型的静内力分布规律及模态参数。试验结果与有限元计算结果对比分析表明,静载试验结果与有限元计算结果吻合较好,模态试验结果与有限元计算结果吻合稍差。所采用的加载方案、试验手段及分析方法对类似的模型试验研究都具有一定的参考价值,所得到的试验数据为大型空间网格结构实际工程的在线损伤识别及健康监测研究提供了第一手资料。 相似文献