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1.
A single-degree-of-freedom equation of motion was used for modeling a compliant offshore structure exposed to viscous hydrodynamic loads. The equation of motion contains nonlinearities in the forms of both Duffing stiffness and Morison drag force with current. The water particle velocity and acceleration for calculating the Morison inertia and drag forces are modeled as Gaussian processes based on a Pierson-Moskowitz (P-M) elevation spectrum. The single-degree-of-freedom equation of motion containing different ocean current values are then numerically integrated via a fourth-order Runge-Kutta scheme. Time trajectories of the surge response displacements of the offshore structure and the response probability density curves are obtained. Furthermore, the ocean current influences on the response central moments up to the fourth order are studied. A literature review reveals that this is the first treatment of such a pair of nonlinearities in time domain. The simulation results are analyzed, and some conclusions valuable for engineering design are pointed out.  相似文献   

2.
Particle swarm optimization (PSO) was modified by variation method of particle velocity, and a variation PSO (VPSO) algorithm was proposed to overcome the shortcomings of PSO, such as premature convergence and local optimization. The VPSO algorithm is combined with Elman neural network (ENN) to form a VPSO-ENN hybrid algorithm. Compared with the hybrid algorithm of genetic algorithm (GA) and BP neural network (GA-BP), VPSO-ENN has less adjustable parameters, faster convergence speed and higher identification precision in the numerical experiment. A system for identifying logging parameters was established based on VPSO-ENN. The results of an engineering case indicate that the intelligent identification system is effective in the lithology identification.  相似文献   

3.
A degradation model with a random failure threshold is presented for the assessment of reliability by the Bayesian approach. This model is different from others in that the degradation process is proceeding under pre-specified periodical calibrations. And here a random threshold distribution instead of a constant threshold which is difficult to determine in practice is used. The system reliability is defined as the probability that the degradation signals do not exceed the random threshold. Based on the posterior distribution estimates of degradation performance, two models for Bayesian reliability assessments are presented in terms of the degradation performance and the distribution of random failure threshold. The methods proposed in this paper are very useful and practical for multi-stage system with uncertain failure threshold. This study perfects the degradation modeling approaches and plays an important role in the remaining useful life estimation and maintenance decision making.  相似文献   

4.
This article firstly proposes two problems related to geological structure inversion with acoustic computed tomography (CT): ① the results surveyed are different from true stratum layers; ② the existing acoustic CT inversion methods are based on wave’s travel route and velocity analysis, which is short of comprehensive analysis of the revealed geological data. Then, it puts forward the method of applying the borehole data to revise acoustic CT investigation result through controlling the boundary velocity. This method comprehensively uses acoustic data and borehole data to invert the rock masses’ shear wave speed. Comparing to calculating the rock mass’ wave speed with acoustic data alone, it makes full use of the information, and the results obtained are closer to real stratum. Finally, it applies the method to engineering project and the results gotten with the method are more accurate, which shows the reliability and accuracy of the method.  相似文献   

5.
Equivalent stochastic linearization (ESL) for nonlinear uncertain structure under stationary stochastic excitation is presented. There are two parts of difference between the original system and equivalent system: one is caused by the difference between the means of original and equivalent stochastic structure; and another is caused by the difference between the original and equivalent stochastic structure which has the relation with stochastic variables. Statistical characteristics of equivalent stochastic structure can be obtained in accordance with mean square criterion, so nonlinear stochastic structure is transformed into linear stochastic structure. In order to attain that objective, the compound response spectrum of linear stochastic structure under stationary random excitation which is used in the solution is derived in the case of the mutual independence between stochastic excitation and stochastic structure. Finally, the example shows the accuracy and validity of the proposed method.  相似文献   

6.
Local damages to a structure will cause disproportional collapse if the system is lack of robustness. This structural safety cannot be guaranteed by traditional ways, such as reliability analysis tools and construction management approaches. Therefore, it is very important to develop related theories for structural robustness. This paper presents a methodology to quantitatively assess the structural robustness from the topological point of view. In the proposed method, the structural failure is viewed as a feedback process. The transformations between the damage input and failure output form a closed-loop. The decisive factor of the operation of such a closed-loop is thought as the structural topology. Furthermore, the damage input and the failure output of the structure are measured by the uncertain disturbance and the change of the topology, respectively. After the sensitivity of the structural topology to the uncertain disturbance is studied, the transfer matrix is discovered to indicate the rationality of the topological relationship. The importance of each loading path, the structural robustness and the most vulnerable part of the system can be found concisely in accordance with this matrix.  相似文献   

7.
The vortex induced vibration (VIV) of a flexible plate behind the square head with various flow velocities is simulated. The closely coupling approach is used to model this fluid-structure interaction problem. The fluid governed by the incompressible Navier-Stokes equations is solved in arbitrary Lagrangian-Eulerian (ALE) frame by the finite volume method. The structure described by the equations of the elastodynamics in Lagrangian representation is diseretized by the finite element approach. The numerical results show that the resonance occurs when the frequency of vortex shedding from square head coincides with the natural frequency of plate. And tile amplitude of both the structure motion and the fluid load keeps increasing with the time. Furthermore, it is also found that in particular range of flow velocity the vibration of the plate would reach a periodical state. The amplitude of plate oscillating increases with the growth of velocity, while the frequency is locked.  相似文献   

8.
Orifice plate energy dissipater as well as plug energy dissipater, as a kind of effective energy dissipater with characteristics of simple structure, convenient construction and high energy dissipation ratio, has become welcomed more and more by hydraulics researchers. The two kinds of energy dissipaters with sudden reduction and sudden enlargement forms are similar in energy dissipation mechanism, but there are differences in energy dissipation characteristics and cavitation characteristics. In the present paper, the differences between orifice plate and plug in energy loss coefficient, relating to their energy dissipation ratio, in the backflow region length, relating to their energy loss coefficient, and in the lowest wall pressure coefficient, relating to their cavitations risk, were analyzed by numerical simulations and physical experiment, and their features in above three aspects were also revealed. The results of research in the present paper demonstrate that the backflow region length of orifice plate is longer than that of plug at the same contraction ratio, the lowest wall pressure coefficient of plug is smaller than that of orifice plate at the same contraction ratio, and the energy loss coefficient of orifice plate is bigger than that of plug, which illustrates that plug is superior to orifice plate in resistance cavitation damage at the same contraction ratio.  相似文献   

9.
It is an important subject to probe the structure in the medium by various kinds of detection methods in the geotechnical engineering. Based on the propagation theory of elastic wave in half-space layered medium, the propagation characteristics of elastic wave in layered medium with different elastic parameters are discussed using dynamic analysis of finite element method. It is known that the S-wave velocity, density and thickness of layer are related to the properties of the elastic wave including waveform characteristics, spectral characteristics and time-frequency characteristics. We pay special attention to the structure with low velocity interlayer. The impact imaging method is applied to the grouting construction of the immersed tube tunnel. Data acquisition and analytical method are introduced in detail. The grouting effects can be qualitatively evaluated by comparing the characteristics of elastic wave before grouting with those after grouting. Finally, a quantitative evaluation is obtained according to the relationship between energy response of elastic wave and impedance ratio.  相似文献   

10.
Axial buckling behavior of perfect and defective zigzag single-walled carbon nanotubes(SWCNTs) is studied by molecular dynamics(MD) simulations.Different effects of three typical categories of defect on the axial buckling properties of SWCNTs are investigated.MD simulation results show that the buckling behavior of defective tubes is quite different from the perfect tube.The critical buckling load of zigzag SWCNTs is significantly reduced with different defect appeared in the tube wall,and the effective elastic modulus are also slightly but distinguishingly influenced by individual defect.It is revealed that an Stone-Thrower-Wales defect could induce greater decrease of the rigidity a single vacancy defect or a double vacancies one.The harmful effects of defects do not depend simply on the size of the defective area,but related strongly to the buckling modes of the defective SWCNTs which specifically differ from each other due to the different defect structures.  相似文献   

11.
为了解决实际工程中不确定性结构的可靠性优化问题,建立了以结构非概率可靠性指标和横截面积为约束条件、最小化结构质量为目标的优化模型.利用非概率集合理论中的凸模型方法,求出可靠性指标,提出了基于粒子群算法的结构非概率可靠性优化方法.算例分析结果表明:与参数取平均值时的结构确定性优化方法相比,容许非概率可靠性指标为零时的结构非确定性优化方法得到的结构质量误差仅为0.009%.随着容许非概率可靠性指标的增大,桁架结构横截面积及质量也相应增大;当容许非概率可靠性指标为1.5时,与梯度投影法优化结果相比,利用该方法优化后的结构质量减少了0.323%.  相似文献   

12.
The first order reliability method (FORM) is widely adopted for structural reliability evaluation due to its numerical efficiency. Concerning the issue of FORM often failing to converge when the limit state function (LSF) behaves high nonlinearity, a new iteration scheme called ??rotated gradient algorithm (RGA)?? is proposed and combined with Kriging model to evaluate the reliability of implicit performance function. In this paper, the Kriging model is applied to approximate the real LSF first. Then the scheme of RGA, constructed in terms of gradient information of two adjacent design points obtained during the process of calculation, is used to calculate the reliability index. Numerical examples show the validity in convergence and accuracy of the proposed method for arbitrary nonlinear performance function.  相似文献   

13.
Based on the interval mathematics and possibility theory, the variables existing in hydraulic turbine blade are described. Considering the multi-failure mode in turbine blade, multi-variable model is established to meet the actual situation. Thus, non-probabilistic reliability index is presented by comparing with the output range and the given range.  相似文献   

14.
缺损钢筋混凝土梁桥模糊可靠性评价模型   总被引:23,自引:0,他引:23  
结合模糊评价理论、层次分析法以及概率可靠度方法,建立了钢筋混凝土梁桥缺损状况模糊可靠性评价模型。通过建立模糊评价集,确定项目层、指标层模糊评价因素集和模糊评价因素权重集,构造概率型判断矩阵,经加权平均值法计算,得到梁桥缺损状况模糊评判得分,以目标可靠指标和最低可靠指标为界,将模糊评判得分转换为模糊可靠指标,实现在役梁桥缺损状况的模糊可靠性评价。采用该方法对一座使用25年的多跨简支钢筋混凝土梁桥进行评价,得到模糊可靠指标为3.769,满足最低可靠指标要求,与桥梁实际状况相符,表明该方法可行。  相似文献   

15.
B级车轮铸钢疲劳可靠性S-N曲线重构方法   总被引:1,自引:0,他引:1  
为实现任意可靠性水平疲劳强度设计、寿命预测和可靠性评定,提出了B级车轮铸钢疲劳可靠性S-N曲线的重构方法,应用Monte-Carlo模拟技术在可接受误差范围内重构了B级铸钢的疲劳极限和成组法S-N数据,依照常规法测定了B级铸钢中、短寿命范围的可靠性S-N曲线,应用概率疲劳极限外推法获得了包含中、短和长寿命范围的可靠性曲线。在此基础上,考虑工程应用实际情况,推导出了任意概率水平下的里程可靠性曲线。重构获得的疲劳极限及S-N数据最大模拟误差分别只有0.15%和0.07%,较好再现了原始数据,对曲线的外推使其合理性达到生产需要的104km以上,说明曲线重构方法可获得所需疲劳可靠性S-N曲线。  相似文献   

16.
在路面结构设计中,许多因素都存在不确定性,这些因素的不确定性将对路面结构的可靠程度产生严重影响.以现行《公路柔性路面设计规范》为依据,结合《公路工程结构可靠度设计统一标准》(GB/T50283-1999),应用概率论和随机过程理论,并考虑设计参数的随机性和变异性,阐述了沥青路面结构的可靠度概念.在此基础上,对路面质量的控制指标建立极限状态方程,提出了沥青路面结构可靠度设计计算方法,并结合示例加以说明.  相似文献   

17.
In order to determine the impact depth of a conical projectile impacting a thin plate at high oblique angle, the residual velocity of the projectile after penetrating must be known. Based on the petal failure mode of the conical projectile impacting the thin plate at high oblique angle, the energy consumption mode of the target was determined. During the perforation process, the energy consumption of the target was completed by the saucerization, the power work of the petals, the propagation of radial cracks and petal bending. The energy formula was deduced for each energy dissipation mode and the energy consumed in the impact process was determined. The residual velocity and the ballistic limit velocity of the projectile were deduced by energy conservation principle. Comparison of the analytical results of the residual velocity to the numerical results demonstrates the accuracy and reliability of the analytical formula.  相似文献   

18.
机械构件的疲劳寿命可靠性评定   总被引:1,自引:0,他引:1  
机械构件的疲劳寿命是其可靠性的一个重要指标.对构件进行疲劳寿命可靠性评定并在此基础上进行优化设计(以疲劳寿命可靠性为目标函数)是一件值得探讨的工作.本文应用以概率论为基础的可靠性评定方法(以一典型的汽车构件为例)来分析机械构件的疲劳寿命可靠性,为在机械设计中引入概率论与随机过程等数学方法作了初步尝试.  相似文献   

19.
机械构件的疲劳寿命是其可靠性的一个重要指标.对构件进行疲劳寿命可靠性评定并在此基础上进行优化设计(以疲劳寿命可靠性为目标函数)是一件值得探讨的工作.本文应用以概率论为基础的可靠性评定方法(以一典型的汽车构件为例)来分析机械构件的疲劳寿命可靠性,为在机械设计中引入概率论与随机过程等数学方法作了初步尝试.  相似文献   

20.
确定路堤结构设计方法的目标可靠度是一个相当复杂的工程与经济相协调的问题.而校准法仅能从安全度和工程设计一方面确定目标可靠度,无法反映经济性一方面.所以建立公路使用年限内的以经济评价模式,引入可靠性优化方法对确定路堤结构的最优可靠度具有重要意义.本研究通过引入可靠性优化方法,建立公路使用年限内的路堤结构的费用现值作为目标函数来确定路堤结构的稳定设计最优目标可靠度.  相似文献   

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