首页 > 最新文献

Probabilistic Engineering Mechanics最新文献

英文 中文
Effects of limit state data on constructing accurate surrogate models for structural reliability analyses 极限状态数据对构建结构可靠性分析精确替代模型的影响
IF 2.6 3区 工程技术 Q2 Physics and Astronomy Pub Date : 2024-03-12 DOI: 10.1016/j.probengmech.2024.103595
Nhu Son Doan , Huu-Ba Dinh

Engineering problems are mainly defined in implicit processes; hence, the fully probabilistic analyses, e.g., Monte Carlo simulations (MCS), are expensive to implement. In practice, two approaches to overcome the issues are either reducing the size of simulations or developing surrogate models for actual problems. The latter does not sacrifice the size of MCS and requires less insight into probabilistic calculation; hence, it is preferable to most engineers. This study proposes an efficient framework to develop reliable and accurate surrogate models by considering data at the limit state margins (LS data). Effects of involving LS data in the training process and performances of the proposed metamodels are investigated for most issues relating to reliability analyses, including nonlinear performance functions, multiple failure modes, and implicitly defined problems. Two machine learning algorithms, including artificial neural networks and the Gaussian process, are employed to prove the ability of the proposed method. Investigations reveal that the limit state data plays a vital role in developing accurate surrogate models for reliability analyses, and accumulating them into the training dataset helps quickly construct accurate metamodels. This work contributes a practical framework for reliability analyses because the LS data can be detected easily without insight into probabilistic calculations.

工程问题主要是在隐含过程中定义的;因此,完全概率分析,如蒙特卡罗模拟(MCS),实施起来非常昂贵。在实践中,有两种方法可以解决这个问题,一是缩小模拟规模,二是开发实际问题的替代模型。后者不会牺牲 MCS 的大小,而且对概率计算的深入了解要求较低;因此,大多数工程师更倾向于后者。本研究提出了一个有效的框架,通过考虑极限状态边缘数据(LS 数据)来开发可靠、准确的代用模型。针对与可靠性分析有关的大多数问题,包括非线性性能函数、多重失效模式和隐式定义问题,研究了在训练过程中考虑 LS 数据的效果以及所建议的元模型的性能。为了证明所提方法的能力,采用了两种机器学习算法,包括人工神经网络和高斯过程。研究表明,极限状态数据在建立准确的可靠性分析代用模型方面发挥着至关重要的作用,将这些数据积累到训练数据集中有助于快速构建准确的元模型。这项工作为可靠性分析提供了一个实用框架,因为无需深入了解概率计算,就能轻松检测 LS 数据。
{"title":"Effects of limit state data on constructing accurate surrogate models for structural reliability analyses","authors":"Nhu Son Doan ,&nbsp;Huu-Ba Dinh","doi":"10.1016/j.probengmech.2024.103595","DOIUrl":"10.1016/j.probengmech.2024.103595","url":null,"abstract":"<div><p>Engineering problems are mainly defined in implicit processes; hence, the fully probabilistic analyses, e.g., Monte Carlo simulations (MCS), are expensive to implement. In practice, two approaches to overcome the issues are either reducing the size of simulations or developing surrogate models for actual problems. The latter does not sacrifice the size of MCS and requires less insight into probabilistic calculation; hence, it is preferable to most engineers. This study proposes an efficient framework to develop reliable and accurate surrogate models by considering data at the limit state margins (LS data). Effects of involving LS data in the training process and performances of the proposed metamodels are investigated for most issues relating to reliability analyses, including nonlinear performance functions, multiple failure modes, and implicitly defined problems. Two machine learning algorithms, including artificial neural networks and the Gaussian process, are employed to prove the ability of the proposed method. Investigations reveal that the limit state data plays a vital role in developing accurate surrogate models for reliability analyses, and accumulating them into the training dataset helps quickly construct accurate metamodels. This work contributes a practical framework for reliability analyses because the LS data can be detected easily without insight into probabilistic calculations.</p></div>","PeriodicalId":54583,"journal":{"name":"Probabilistic Engineering Mechanics","volume":null,"pages":null},"PeriodicalIF":2.6,"publicationDate":"2024-03-12","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"140125717","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":3,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 0
Efficient metamodel-based importance sampling coupled with single-loop estimation method for parameter global reliability sensitivity analysis 基于元模型的高效重要度抽样与单回路估算方法相结合,用于参数全局可靠性灵敏度分析
IF 2.6 3区 工程技术 Q2 Physics and Astronomy Pub Date : 2024-03-12 DOI: 10.1016/j.probengmech.2024.103597
Wanying Yun , Fengyuan Li , Xiangming Chen , Zhe Wang

To efficiently estimate the main effects and total effects of uncertain distribution parameters on the uncertainty of failure probability, we construct single-loop estimation formulas by introducing auxiliary variables through the equal probability transformation. This approach circumvents the original nested triple-loop process. For generating samples used in the derived single-loop estimation formulas, direct Monte Carlo simulation can be employed. To reduce the number of samples in Monte Carlo simulation, the important sampling technique can be integrated into the proposed single-loop estimation formulas. Additionally, to enhance the efficiency of identifying the states (failure or safety) of all used samples, an adaptive Kriging model can be introduced. Subsequently, the adaptive Kriging model coupled with Monte Carlo simulation, and the adaptive Kriging model coupled with the importance sampling technique, are integrated into the derived single-loop formulas to concurrently and efficiently estimate the main effects and total effects of uncertain distribution parameters. The results of three case studies validate the accuracy and efficiency of the proposed method.

为了有效估计不确定分布参数对故障概率不确定性的主效应和总效应,我们通过等概率变换引入辅助变量,构建了单环估计公式。这种方法规避了原有的嵌套三环过程。为了生成推导出的单环估计公式中使用的样本,可以直接采用蒙特卡罗模拟。为减少蒙特卡罗模拟中的样本数量,可将重要的抽样技术集成到所提出的单环估计公式中。此外,为了提高识别所有使用样本的状态(故障或安全)的效率,可以引入自适应克里金模型。随后,将自适应克里金模型与蒙特卡罗模拟相结合,以及将自适应克里金模型与重要性抽样技术相结合,整合到推导出的单环公式中,从而同时有效地估计不确定分布参数的主效应和总效应。三个案例研究的结果验证了所提方法的准确性和高效性。
{"title":"Efficient metamodel-based importance sampling coupled with single-loop estimation method for parameter global reliability sensitivity analysis","authors":"Wanying Yun ,&nbsp;Fengyuan Li ,&nbsp;Xiangming Chen ,&nbsp;Zhe Wang","doi":"10.1016/j.probengmech.2024.103597","DOIUrl":"10.1016/j.probengmech.2024.103597","url":null,"abstract":"<div><p>To efficiently estimate the main effects and total effects of uncertain distribution parameters on the uncertainty of failure probability, we construct single-loop estimation formulas by introducing auxiliary variables through the equal probability transformation. This approach circumvents the original nested triple-loop process. For generating samples used in the derived single-loop estimation formulas, direct Monte Carlo simulation can be employed. To reduce the number of samples in Monte Carlo simulation, the important sampling technique can be integrated into the proposed single-loop estimation formulas. Additionally, to enhance the efficiency of identifying the states (failure or safety) of all used samples, an adaptive Kriging model can be introduced. Subsequently, the adaptive Kriging model coupled with Monte Carlo simulation, and the adaptive Kriging model coupled with the importance sampling technique, are integrated into the derived single-loop formulas to concurrently and efficiently estimate the main effects and total effects of uncertain distribution parameters. The results of three case studies validate the accuracy and efficiency of the proposed method.</p></div>","PeriodicalId":54583,"journal":{"name":"Probabilistic Engineering Mechanics","volume":null,"pages":null},"PeriodicalIF":2.6,"publicationDate":"2024-03-12","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"140125958","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":3,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 0
Time-dependent kinematic reliability of motion mechanisms with dynamic factors 具有动态因素的运动机构的运动可靠性与时间有关
IF 2.6 3区 工程技术 Q2 Physics and Astronomy Pub Date : 2024-03-12 DOI: 10.1016/j.probengmech.2024.103598
Xinchen Zhuang, Xin Li, Chang Liu, Tianxiang Yu, Bifeng Song

Time-dependent kinematic reliability of a motion mechanism is critical for optimizing its operational performance. Dynamic factors, including material deterioration and wear in the joints, are disregarded in the prior study. As such, the envelope method is employed to undertake time-dependent kinematic reliability analysis of motion mechanisms, accounting for dynamic factors. Firstly, a decoupling strategy is proposed for decoupling the time-dependent motion error stemming from motion input and the dynamic factors. Thus, the kinematic reliability is delineated into two distinct temporal parameter-dependent issues. Subsequently, the envelope function is extended to solve the kinematic reliability. The expansion temporal points determination function (ETPDF) in the envelope function is approximated using a first-order method coupled with an active learning Kriging mode. After the expansion temporal points are found, the time-dependent reliability can be efficiently calculated via a multivariate Gaussian integral. Finally, the effectiveness and accuracy of the proposed method is verified by means of a 4-bar function generating mechanism.

运动机构随时间变化的运动可靠性对于优化其运行性能至关重要。之前的研究忽略了动态因素,包括接头的材料劣化和磨损。因此,我们采用包络法对运动机构进行随时间变化的运动可靠性分析,同时考虑动态因素。首先,提出了一种解耦策略,以解耦运动输入和动态因素产生的随时间变化的运动误差。因此,运动可靠性被划分为两个不同的时间参数问题。随后,包络函数被扩展用于解决运动可靠性问题。包络函数中的扩展时间点确定函数(ETPDF)采用一阶方法和主动学习克里金模式进行近似。在找到扩展时点后,可通过多元高斯积分有效地计算随时间变化的可靠性。最后,通过 4 条函数生成机制验证了所提方法的有效性和准确性。
{"title":"Time-dependent kinematic reliability of motion mechanisms with dynamic factors","authors":"Xinchen Zhuang,&nbsp;Xin Li,&nbsp;Chang Liu,&nbsp;Tianxiang Yu,&nbsp;Bifeng Song","doi":"10.1016/j.probengmech.2024.103598","DOIUrl":"10.1016/j.probengmech.2024.103598","url":null,"abstract":"<div><p>Time-dependent kinematic reliability of a motion mechanism is critical for optimizing its operational performance. Dynamic factors, including material deterioration and wear in the joints, are disregarded in the prior study. As such, the envelope method is employed to undertake time-dependent kinematic reliability analysis of motion mechanisms, accounting for dynamic factors. Firstly, a decoupling strategy is proposed for decoupling the time-dependent motion error stemming from motion input and the dynamic factors. Thus, the kinematic reliability is delineated into two distinct temporal parameter-dependent issues. Subsequently, the envelope function is extended to solve the kinematic reliability. The expansion temporal points determination function (ETPDF) in the envelope function is approximated using a first-order method coupled with an active learning Kriging mode. After the expansion temporal points are found, the time-dependent reliability can be efficiently calculated via a multivariate Gaussian integral. Finally, the effectiveness and accuracy of the proposed method is verified by means of a 4-bar function generating mechanism.</p></div>","PeriodicalId":54583,"journal":{"name":"Probabilistic Engineering Mechanics","volume":null,"pages":null},"PeriodicalIF":2.6,"publicationDate":"2024-03-12","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"140125482","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":3,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 0
Separable Gaussian neural networks for high-dimensional nonlinear stochastic systems 用于高维非线性随机系统的可分离高斯神经网络
IF 2.6 3区 工程技术 Q2 Physics and Astronomy Pub Date : 2024-03-11 DOI: 10.1016/j.probengmech.2024.103594
Xi Wang , Siyuan Xing , Jun Jiang , Ling Hong , Jian-Qiao Sun

This paper extends the recently developed method of separable Gaussian neural networks (SGNN) to obtain solutions of the Fokker–Planck–Kolmogorov (FPK) equation in high-dimensional state space. Several challenges when extending SGNN to high-dimensional state space are addressed including proper definition of domain for placing Gaussian neurons and region for data sampling, and numerical integration issue of evaluating marginal probability density functions. Three benchmark nonlinear dynamic systems with increasing complexity and dimension are examined with the SGNN method. In particular, the steady-state probability density of the response is obtained with the SGNN method and compared with the results of extensive Monte Carlo simulations. It should be pointed out that some solutions of high-dimensional FPK equations for nonlinear dynamic systems would be very difficult to obtain without SGNN.

本文扩展了最近开发的可分离高斯神经网络(SGNN)方法,以获得高维状态空间中福克-普朗克-科尔莫戈罗夫(FPK)方程的解。本文探讨了将 SGNN 扩展到高维状态空间时面临的几个挑战,包括高斯神经元放置域和数据采样区域的正确定义,以及评估边际概率密度函数的数值积分问题。利用 SGNN 方法研究了复杂度和维度不断增加的三个基准非线性动态系统。特别是,利用 SGNN 方法获得了响应的稳态概率密度,并与大量蒙特卡罗模拟的结果进行了比较。需要指出的是,如果没有 SGNN,某些非线性动态系统的高维 FPK 方程解将很难获得。
{"title":"Separable Gaussian neural networks for high-dimensional nonlinear stochastic systems","authors":"Xi Wang ,&nbsp;Siyuan Xing ,&nbsp;Jun Jiang ,&nbsp;Ling Hong ,&nbsp;Jian-Qiao Sun","doi":"10.1016/j.probengmech.2024.103594","DOIUrl":"https://doi.org/10.1016/j.probengmech.2024.103594","url":null,"abstract":"<div><p>This paper extends the recently developed method of separable Gaussian neural networks (SGNN) to obtain solutions of the Fokker–Planck–Kolmogorov (FPK) equation in high-dimensional state space. Several challenges when extending SGNN to high-dimensional state space are addressed including proper definition of domain for placing Gaussian neurons and region for data sampling, and numerical integration issue of evaluating marginal probability density functions. Three benchmark nonlinear dynamic systems with increasing complexity and dimension are examined with the SGNN method. In particular, the steady-state probability density of the response is obtained with the SGNN method and compared with the results of extensive Monte Carlo simulations. It should be pointed out that some solutions of high-dimensional FPK equations for nonlinear dynamic systems would be very difficult to obtain without SGNN.</p></div>","PeriodicalId":54583,"journal":{"name":"Probabilistic Engineering Mechanics","volume":null,"pages":null},"PeriodicalIF":2.6,"publicationDate":"2024-03-11","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"140113421","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":3,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 0
A DPIM-based probability analysis framework to obtain railway vehicle vibration characteristics considering the randomness of OOR wheel 基于 DPIM 的概率分析框架,用于获取考虑到 OOR 车轮随机性的铁路车辆振动特性
IF 2.6 3区 工程技术 Q2 Physics and Astronomy Pub Date : 2024-01-01 DOI: 10.1016/j.probengmech.2024.103587
Tengfei Wang , Jinsong Zhou , Wenjing Sun , Dao Gong , Kai Zhou , Zhanfei Zhang , Zhixin Liu , Guoshun Li

The OOR (out-of-roundness) wheel is one of the main excitation sources causing vehicle vibration. However, the OOR wheel occurs randomly, indicating that the vibration behavior of a vehicle cannot be comprehensively evaluated using a deterministic approach. Thus, a probability analysis framework is proposed to obtain vehicle vibration characteristics while considering the randomness of the OOR wheel. The probability model of the random OOR wheel is derived by reducing the high-dimensional variables into a few independent variables of the radius, amplitude, and phase. Then, the vertical vehicle-track coupled system with OOR wheels is modelled. A DPIM (direct probability integral method) is further developed to analyze the evolution of excitation to response probabilities. Finally, the statistics of the random vibration of the vehicle are calculated. The proposed framework is verified using a numerical case. Results show that the PDF (probability density function) shape of the vehicle random vibration, induced by the Gaussian-distributed OOR wheel, deviates from the Gaussian distribution due to the nonlinear wheel/rail contact force. Instead, it exhibits a right-skewed shape, significantly impacting the dynamic performance. As the mean or coefficient of variation of the OOR wheel amplitude increases linearly, the reliability of the vehicle Sperling index experiences a quadratic or double-sloping decrease. Consequently, a maintenance threshold for OOR wheel amplitudes is given based on reliability considerations. Compared to Monte Carlo simulation, the proposed framework offers a computational efficiency improvement of at least one order of magnitude.

OOR(失圆)车轮是引起车辆振动的主要激励源之一。然而,OOR 车轮是随机出现的,这表明无法使用确定性方法对车辆的振动行为进行全面评估。因此,本文提出了一种概率分析框架,在考虑 OOR 车轮随机性的同时获取车辆振动特性。通过将高维变量简化为半径、振幅和相位等几个独立变量,得出了随机 OOR 车轮的概率模型。然后,对带有 OOR 轮的垂直车辆-轨道耦合系统进行建模。进一步开发了 DPIM(直接概率积分法)来分析激励到响应概率的演变。最后,计算车辆随机振动的统计数据。利用数值案例对所提出的框架进行了验证。结果表明,由高斯分布的 OOR 车轮诱发的车辆随机振动的 PDF(概率密度函数)形状偏离了高斯分布,这是由于车轮/轨道接触力的非线性造成的。相反,它呈现出右偏的形状,对动态性能产生了重大影响。当 OOR 轮振幅的平均值或变异系数线性增加时,车辆 Sperling 指数的可靠性会出现二次或双斜率下降。因此,基于可靠性考虑,给出了 OOR 车轮振幅的维护阈值。与蒙特卡罗模拟相比,所提出的框架至少提高了一个数量级的计算效率。
{"title":"A DPIM-based probability analysis framework to obtain railway vehicle vibration characteristics considering the randomness of OOR wheel","authors":"Tengfei Wang ,&nbsp;Jinsong Zhou ,&nbsp;Wenjing Sun ,&nbsp;Dao Gong ,&nbsp;Kai Zhou ,&nbsp;Zhanfei Zhang ,&nbsp;Zhixin Liu ,&nbsp;Guoshun Li","doi":"10.1016/j.probengmech.2024.103587","DOIUrl":"https://doi.org/10.1016/j.probengmech.2024.103587","url":null,"abstract":"<div><p>The OOR (out-of-roundness) wheel is one of the main excitation sources causing vehicle vibration. However, the OOR wheel occurs randomly, indicating that the vibration behavior of a vehicle cannot be comprehensively evaluated using a deterministic approach. Thus, a probability analysis framework is proposed to obtain vehicle vibration characteristics while considering the randomness of the OOR wheel. The probability model of the random OOR wheel is derived by reducing the high-dimensional variables into a few independent variables of the radius, amplitude, and phase. Then, the vertical vehicle-track coupled system with OOR wheels is modelled. A DPIM (direct probability integral method) is further developed to analyze the evolution of excitation to response probabilities. Finally, the statistics of the random vibration of the vehicle are calculated. The proposed framework is verified using a numerical case. Results show that the PDF (probability density function) shape of the vehicle random vibration, induced by the Gaussian-distributed OOR wheel, deviates from the Gaussian distribution due to the nonlinear wheel/rail contact force. Instead, it exhibits a right-skewed shape, significantly impacting the dynamic performance. As the mean or coefficient of variation of the OOR wheel amplitude increases linearly, the reliability of the vehicle Sperling index experiences a quadratic or double-sloping decrease. Consequently, a maintenance threshold for OOR wheel amplitudes is given based on reliability considerations. Compared to Monte Carlo simulation, the proposed framework offers a computational efficiency improvement of at least one order of magnitude.</p></div>","PeriodicalId":54583,"journal":{"name":"Probabilistic Engineering Mechanics","volume":null,"pages":null},"PeriodicalIF":2.6,"publicationDate":"2024-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"139992411","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":3,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 0
Structural reliability analysis based on probability density evolution method and stepwise truncated variance reduction 基于概率密度演化法和逐步截断方差缩小法的结构可靠性分析
IF 2.6 3区 工程技术 Q2 Physics and Astronomy Pub Date : 2024-01-01 DOI: 10.1016/j.probengmech.2024.103580
Tong Zhou , Tong Guo , You Dong , Yongbo Peng

To address the substantial computational burden associated with probability density evolution method (PDEM) in structural reliability analysis, this study proposes a novel look-ahead learning function named stepwise truncated variance reduction (STVR), integrating polynomial chaos Kriging (PCK) and PDEM. Three key features of STVR are highlighted. First, it enables quantifying the maximum reduction in predictive errors of PCK within the regions of interest (ROI) when adding a new point. Second, closed-form expression for STVR is derived through Kriging update formulas, eliminating the need for computationally intensive Gauss–Hermite quadrature or extensive conditional simulations of PCK. Third, a dynamic adjustment procedure is proposed for the probability level-related parameter in STVR, with the aim of achieving a good balance between the exploitation and exploration of ROI during the sequential experimental design process. The performance of STVR is demonstrated through two benchmark analytical functions and three numerical examples of varying complexity. Results indicate that the dynamic adjustment procedure for the probability level-related parameter in STVR outperforms the empirical setting of a minor value. Then, STVR proves more advantageous than existing pointwise and look-ahead learning functions, particularly in addressing complex dynamic reliability problems.

为了解决结构可靠性分析中与概率密度演化法(PDEM)相关的大量计算负担,本研究提出了一种名为逐步截断方差缩小(STVR)的新型前瞻学习函数,将多项式混沌克里金(PCK)和 PDEM 整合在一起。STVR 有三大特点。首先,当增加一个新点时,它能量化 PCK 在感兴趣区域(ROI)内预测误差的最大减小。其次,通过克里金更新公式推导出了 STVR 的闭式表达式,从而省去了计算密集型的高斯-赫米特二次方程或 PCK 的大量条件模拟。第三,针对 STVR 中与概率水平相关的参数提出了一种动态调整程序,目的是在顺序实验设计过程中实现 ROI 利用与探索之间的良好平衡。通过两个基准分析函数和三个不同复杂度的数值示例证明了 STVR 的性能。结果表明,STVR 中概率水平相关参数的动态调整程序优于根据经验设定的次要值。因此,STVR 比现有的定点学习函数和前瞻学习函数更具优势,尤其是在解决复杂的动态可靠性问题时。
{"title":"Structural reliability analysis based on probability density evolution method and stepwise truncated variance reduction","authors":"Tong Zhou ,&nbsp;Tong Guo ,&nbsp;You Dong ,&nbsp;Yongbo Peng","doi":"10.1016/j.probengmech.2024.103580","DOIUrl":"10.1016/j.probengmech.2024.103580","url":null,"abstract":"<div><p>To address the substantial computational burden associated with probability density evolution method (PDEM) in structural reliability analysis<span>, this study proposes a novel look-ahead learning function named stepwise truncated variance reduction (STVR), integrating polynomial chaos Kriging (PCK) and PDEM. Three key features of STVR are highlighted. First, it enables quantifying the maximum reduction in predictive errors of PCK within the regions of interest (ROI) when adding a new point. Second, closed-form expression for STVR is derived through Kriging update formulas, eliminating the need for computationally intensive Gauss–Hermite quadrature or extensive conditional simulations of PCK. Third, a dynamic adjustment procedure is proposed for the probability level-related parameter in STVR, with the aim of achieving a good balance between the exploitation and exploration of ROI during the sequential experimental design process. The performance of STVR is demonstrated through two benchmark analytical functions and three numerical examples of varying complexity. Results indicate that the dynamic adjustment procedure for the probability level-related parameter in STVR outperforms the empirical setting of a minor value. Then, STVR proves more advantageous than existing pointwise and look-ahead learning functions, particularly in addressing complex dynamic reliability problems.</span></p></div>","PeriodicalId":54583,"journal":{"name":"Probabilistic Engineering Mechanics","volume":null,"pages":null},"PeriodicalIF":2.6,"publicationDate":"2024-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"139471262","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":3,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 0
A method to reduce the sampling variability of time-domain fatigue life by optimizing parameters in Monte Carlo simulations 通过优化蒙特卡洛模拟参数减少时域疲劳寿命采样变异性的方法
IF 2.6 3区 工程技术 Q2 Physics and Astronomy Pub Date : 2024-01-01 DOI: 10.1016/j.probengmech.2024.103591
Hong Sun , Yuanying Qiu , Jing Li , Jin Bai , Ming Peng

Monte Carlo numerical simulations for generating stationary Gaussian random time-domain signal samples fulfil an important role in random fatigue life prediction. Control parameters such as the random seed, the sampling frequency and the number of sampling points in the numerical simulations have significant effects on the time-domain random fatigue life. In this paper, the effects are investigated systematically by utilizing commonly used power spectrum samples and engineering materials, and so a new method for optimizing the control parameter values is proposed. The proposed method solves the critical problem found in many papers that the relative error between the frequency-domain fatigue life and the time-domain fatigue life increases with the slope K of the S–N curve. Furthermore, it observably reduces the sampling variability of time-domain fatigue life for the large slope K, which will help the related researchers to establish better frequency-domain models for fatigue life prediction by using the time-domain fatigue life values as standard data.

用于生成静态高斯随机时域信号样本的蒙特卡罗数值模拟在随机疲劳寿命预测中发挥着重要作用。数值模拟中的随机种子、采样频率和采样点数等控制参数对时域随机疲劳寿命有显著影响。本文利用常用的功率谱样本和工程材料系统地研究了这些影响,并提出了优化控制参数值的新方法。本文提出的方法解决了许多论文中发现的关键问题,即频域疲劳寿命和时域疲劳寿命之间的相对误差会随着曲线斜率的增加而增大。此外,它还明显降低了大斜率时域疲劳寿命的采样变异性,这将有助于相关研究人员利用时域疲劳寿命值作为标准数据,建立更好的频域疲劳寿命预测模型。
{"title":"A method to reduce the sampling variability of time-domain fatigue life by optimizing parameters in Monte Carlo simulations","authors":"Hong Sun ,&nbsp;Yuanying Qiu ,&nbsp;Jing Li ,&nbsp;Jin Bai ,&nbsp;Ming Peng","doi":"10.1016/j.probengmech.2024.103591","DOIUrl":"10.1016/j.probengmech.2024.103591","url":null,"abstract":"<div><p>Monte Carlo numerical simulations for generating stationary Gaussian random time-domain signal samples fulfil an important role in random fatigue life prediction. Control parameters such as the random seed, the sampling frequency and the number of sampling points in the numerical simulations have significant effects on the time-domain random fatigue life. In this paper, the effects are investigated systematically by utilizing commonly used power spectrum samples and engineering materials, and so a new method for optimizing the control parameter values is proposed. The proposed method solves the critical problem found in many papers that the relative error between the frequency-domain fatigue life and the time-domain fatigue life increases with the slope <em>K</em> of the <em>S–N</em> curve. Furthermore, it observably reduces the sampling variability of time-domain fatigue life for the large slope <em>K</em>, which will help the related researchers to establish better frequency-domain models for fatigue life prediction by using the time-domain fatigue life values as standard data.</p></div>","PeriodicalId":54583,"journal":{"name":"Probabilistic Engineering Mechanics","volume":null,"pages":null},"PeriodicalIF":2.6,"publicationDate":"2024-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"139923099","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":3,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 0
Topology optimization of bridges under random traffic loading using stochastic reduced-order models 利用随机降序模型优化随机交通荷载下的桥梁拓扑结构
IF 2.6 3区 工程技术 Q2 Physics and Astronomy Pub Date : 2024-01-01 DOI: 10.1016/j.probengmech.2024.103583
Kaiming Luo , Xuhui He , Haiquan Jing

This paper presents a framework for robust topology optimization of bridges under random traffic loading. Traffic loading is simulated using a stream of random moving loads parameterized by their masses, speeds, directions, and arrival times. The stochastic reduced-order model approach is combined with the equivalent static load method to achieve uncertainty-informed dynamic response topology optimization. The stochastic reduced-order model approach propagates uncertainty and reduces problem dimension, whereas the equivalent static load method is employed for dynamic response topology optimization. The effectiveness of the proposed optimization framework is demonstrated using several numerical examples. The proposed framework is found to be effective in optimizing structures under traffic loading, making it a promising solution for the topological design of bridges.

本文提出了一种在随机交通荷载条件下对桥梁进行稳健拓扑优化的框架。交通荷载是通过以质量、速度、方向和到达时间为参数的随机移动荷载流来模拟的。随机减阶模型方法与等效静荷载方法相结合,实现了不确定性信息动态响应拓扑优化。随机减阶模型方法传播了不确定性并降低了问题维度,而等效静态载荷方法则用于动态响应拓扑优化。通过几个数值示例证明了所提出的优化框架的有效性。结果表明,所提出的框架能有效优化交通荷载下的结构,是桥梁拓扑设计的一个很有前途的解决方案。
{"title":"Topology optimization of bridges under random traffic loading using stochastic reduced-order models","authors":"Kaiming Luo ,&nbsp;Xuhui He ,&nbsp;Haiquan Jing","doi":"10.1016/j.probengmech.2024.103583","DOIUrl":"10.1016/j.probengmech.2024.103583","url":null,"abstract":"<div><p>This paper presents a framework for robust topology optimization of bridges under random traffic loading. Traffic loading is simulated using a stream of random moving loads parameterized by their masses, speeds, directions, and arrival times. The stochastic reduced-order model approach is combined with the equivalent static load method to achieve uncertainty-informed dynamic response topology optimization. The stochastic reduced-order model approach propagates uncertainty and reduces problem dimension, whereas the equivalent static load method is employed for dynamic response topology optimization. The effectiveness of the proposed optimization framework is demonstrated using several numerical examples. The proposed framework is found to be effective in optimizing structures under traffic loading, making it a promising solution for the topological design of bridges.</p></div>","PeriodicalId":54583,"journal":{"name":"Probabilistic Engineering Mechanics","volume":null,"pages":null},"PeriodicalIF":2.6,"publicationDate":"2024-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"139554314","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":3,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 0
Failure probability estimation of dynamic systems employing relaxed power spectral density functions with dependent frequency modeling and sampling 利用依频率建模和采样的松弛功率谱密度函数估算动态系统的故障概率
IF 2.6 3区 工程技术 Q2 Physics and Astronomy Pub Date : 2024-01-01 DOI: 10.1016/j.probengmech.2024.103592
Marco Behrendt , Meng-Ze Lyu , Yi Luo , Jian-Bing Chen , Michael Beer

This work addresses the critical task of accurately estimating failure probabilities in dynamic systems by utilizing a probabilistic load model based on a set of data with similar characteristics, namely the relaxed power spectral density (PSD) function. A major drawback of the relaxed PSD function is the lack of dependency between frequencies, which leads to unrealistic PSD functions being sampled, resulting in an unfavorable effect on the failure probability estimation. In this work, this limitation is addressed by various methods of modeling the dependency, including the incorporation of statistical quantities such as the correlation present in the data set. Specifically, a novel technique is proposed, incorporating probabilistic dependencies between different frequencies for sampling representative PSD functions, thereby enhancing the realism of load representation. By accounting for the dependencies between frequencies, the relaxed PSD function enhances the precision of failure probability estimates, opening the opportunity for a more robust and accurate reliability assessment under uncertainty. The effectiveness and accuracy of the proposed approach is demonstrated through numerical examples, showcasing its ability to provide reliable failure probability estimates in dynamic systems.

这项研究通过利用基于一组具有相似特征的数据(即松弛功率谱密度 (PSD) 函数)的概率负荷模型,解决了在动态系统中准确估计故障概率的关键任务。松弛 PSD 函数的一个主要缺点是频率之间缺乏相关性,这导致采样的 PSD 函数不切实际,从而对故障概率估计产生不利影响。在这项工作中,我们采用了各种方法来模拟这种依赖性,包括纳入数据集中存在的相关性等统计量,从而解决了这一局限性。具体来说,本文提出了一种新颖的技术,在对具有代表性的 PSD 函数进行采样时,将不同频率之间的概率依赖关系纳入其中,从而增强了载荷表示的真实性。通过考虑频率之间的依赖关系,放宽 PSD 函数提高了故障概率估计的精确度,为在不确定情况下进行更稳健、更准确的可靠性评估提供了机会。我们通过数值示例证明了所提方法的有效性和准确性,展示了其在动态系统中提供可靠故障概率估计的能力。
{"title":"Failure probability estimation of dynamic systems employing relaxed power spectral density functions with dependent frequency modeling and sampling","authors":"Marco Behrendt ,&nbsp;Meng-Ze Lyu ,&nbsp;Yi Luo ,&nbsp;Jian-Bing Chen ,&nbsp;Michael Beer","doi":"10.1016/j.probengmech.2024.103592","DOIUrl":"https://doi.org/10.1016/j.probengmech.2024.103592","url":null,"abstract":"<div><p>This work addresses the critical task of accurately estimating failure probabilities in dynamic systems by utilizing a probabilistic load model based on a set of data with similar characteristics, namely the relaxed power spectral density (PSD) function. A major drawback of the relaxed PSD function is the lack of dependency between frequencies, which leads to unrealistic PSD functions being sampled, resulting in an unfavorable effect on the failure probability estimation. In this work, this limitation is addressed by various methods of modeling the dependency, including the incorporation of statistical quantities such as the correlation present in the data set. Specifically, a novel technique is proposed, incorporating probabilistic dependencies between different frequencies for sampling representative PSD functions, thereby enhancing the realism of load representation. By accounting for the dependencies between frequencies, the relaxed PSD function enhances the precision of failure probability estimates, opening the opportunity for a more robust and accurate reliability assessment under uncertainty. The effectiveness and accuracy of the proposed approach is demonstrated through numerical examples, showcasing its ability to provide reliable failure probability estimates in dynamic systems.</p></div>","PeriodicalId":54583,"journal":{"name":"Probabilistic Engineering Mechanics","volume":null,"pages":null},"PeriodicalIF":2.6,"publicationDate":"2024-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"139986238","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":3,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 0
Quantitative review of probabilistic approaches to fatigue design in the medium cycle fatigue regime 中等循环疲劳机制下疲劳设计概率方法的定量审查
IF 2.6 3区 工程技术 Q2 Physics and Astronomy Pub Date : 2024-01-01 DOI: 10.1016/j.probengmech.2024.103589
Elvis Kufoin, Luca Susmel

To quantify the fatigue behaviour of materials, a Wöhler diagram is required. The state of the art shows that, over the years, numerous approaches suitable for determining Wöhler curves have been devised and validated through large fatigue data sets. The variation in experimental fatigue data elicits the use of statistics for analysis and design purposes. By focusing on the medium-cycle fatigue regime (i.e., failures in the range 103÷107 cycles to failure), this paper reviews relevant statistical approaches, particularly the methods suggested by the American Society for Testing Materials (ASTM) as well as the International Institute of Welding (IIW) and the so-called Linear Regression Method (LRM). Their responses were assessed on virtual data sets tailored to satisfy specific statistical requirements as well as experimental fatigue data sets from the literature. While the scatter bands at two times or less of the spread are similar for all approaches, the ASTM approach is seen to be the most conservative.

为了量化材料的疲劳行为,需要绘制沃勒曲线图。最新技术表明,多年来已设计出许多适合确定沃勒曲线的方法,并通过大量疲劳数据集进行了验证。实验疲劳数据的变化促使人们使用统计数据进行分析和设计。通过重点关注中等循环疲劳机制(即失效循环次数在 103÷107 次之间),本文回顾了相关的统计方法,特别是美国材料试验协会 (ASTM) 和国际焊接学会 (IIW) 建议的方法以及所谓的线性回归法 (LRM)。对虚拟数据集以及文献中的实验疲劳数据集进行了评估,以满足特定的统计要求。虽然所有方法在两倍或更小范围内的散布带相似,但 ASTM 方法被认为是最保守的。
{"title":"Quantitative review of probabilistic approaches to fatigue design in the medium cycle fatigue regime","authors":"Elvis Kufoin,&nbsp;Luca Susmel","doi":"10.1016/j.probengmech.2024.103589","DOIUrl":"10.1016/j.probengmech.2024.103589","url":null,"abstract":"<div><p>To quantify the fatigue behaviour of materials, a Wöhler diagram is required. The state of the art shows that, over the years, numerous approaches suitable for determining Wöhler curves have been devised and validated through large fatigue data sets. The variation in experimental fatigue data elicits the use of statistics for analysis and design purposes. By focusing on the medium-cycle fatigue regime (i.e., failures in the range 10<sup>3</sup>÷10<sup>7</sup> cycles to failure), this paper reviews relevant statistical approaches, particularly the methods suggested by the American Society for Testing Materials (ASTM) as well as the International Institute of Welding (IIW) and the so-called Linear Regression Method (LRM). Their responses were assessed on virtual data sets tailored to satisfy specific statistical requirements as well as experimental fatigue data sets from the literature. While the scatter bands at two times or less of the spread are similar for all approaches, the ASTM approach is seen to be the most conservative.</p></div>","PeriodicalId":54583,"journal":{"name":"Probabilistic Engineering Mechanics","volume":null,"pages":null},"PeriodicalIF":2.6,"publicationDate":"2024-01-01","publicationTypes":"Journal Article","fieldsOfStudy":null,"isOpenAccess":false,"openAccessPdf":"https://www.sciencedirect.com/science/article/pii/S0266892024000110/pdfft?md5=da477b853e34a6c9a1c11bf8208e335c&pid=1-s2.0-S0266892024000110-main.pdf","citationCount":null,"resultStr":null,"platform":"Semanticscholar","paperid":"139923101","PeriodicalName":null,"FirstCategoryId":null,"ListUrlMain":null,"RegionNum":3,"RegionCategory":"工程技术","ArticlePicture":[],"TitleCN":null,"AbstractTextCN":null,"PMCID":"OA","EPubDate":null,"PubModel":null,"JCR":null,"JCRName":null,"Score":null,"Total":0}
引用次数: 0
期刊
Probabilistic Engineering Mechanics
全部 Acc. Chem. Res. ACS Applied Bio Materials ACS Appl. Electron. Mater. ACS Appl. Energy Mater. ACS Appl. Mater. Interfaces ACS Appl. Nano Mater. ACS Appl. Polym. Mater. ACS BIOMATER-SCI ENG ACS Catal. ACS Cent. Sci. ACS Chem. Biol. ACS Chemical Health & Safety ACS Chem. Neurosci. ACS Comb. Sci. ACS Earth Space Chem. ACS Energy Lett. ACS Infect. Dis. ACS Macro Lett. ACS Mater. Lett. ACS Med. Chem. Lett. ACS Nano ACS Omega ACS Photonics ACS Sens. ACS Sustainable Chem. Eng. ACS Synth. Biol. Anal. Chem. BIOCHEMISTRY-US Bioconjugate Chem. BIOMACROMOLECULES Chem. Res. Toxicol. Chem. Rev. Chem. Mater. CRYST GROWTH DES ENERG FUEL Environ. Sci. Technol. Environ. Sci. Technol. Lett. Eur. J. Inorg. Chem. IND ENG CHEM RES Inorg. Chem. J. Agric. Food. Chem. J. Chem. Eng. Data J. Chem. Educ. J. Chem. Inf. Model. J. Chem. Theory Comput. J. Med. Chem. J. Nat. Prod. J PROTEOME RES J. Am. Chem. Soc. LANGMUIR MACROMOLECULES Mol. Pharmaceutics Nano Lett. Org. Lett. ORG PROCESS RES DEV ORGANOMETALLICS J. Org. Chem. J. Phys. Chem. J. Phys. Chem. A J. Phys. Chem. B J. Phys. Chem. C J. Phys. Chem. Lett. Analyst Anal. Methods Biomater. Sci. Catal. Sci. Technol. Chem. Commun. Chem. Soc. Rev. CHEM EDUC RES PRACT CRYSTENGCOMM Dalton Trans. Energy Environ. Sci. ENVIRON SCI-NANO ENVIRON SCI-PROC IMP ENVIRON SCI-WAT RES Faraday Discuss. Food Funct. Green Chem. Inorg. Chem. Front. Integr. Biol. J. Anal. At. Spectrom. J. Mater. Chem. A J. Mater. Chem. B J. Mater. Chem. C Lab Chip Mater. Chem. Front. Mater. Horiz. MEDCHEMCOMM Metallomics Mol. Biosyst. Mol. Syst. Des. Eng. Nanoscale Nanoscale Horiz. Nat. Prod. Rep. New J. Chem. Org. Biomol. Chem. Org. Chem. Front. PHOTOCH PHOTOBIO SCI PCCP Polym. Chem.
×
引用
GB/T 7714-2015
复制
MLA
复制
APA
复制
导出至
BibTeX EndNote RefMan NoteFirst NoteExpress
×
0
微信
客服QQ
Book学术公众号 扫码关注我们
反馈
×
意见反馈
请填写您的意见或建议
请填写您的手机或邮箱
×
提示
您的信息不完整,为了账户安全,请先补充。
现在去补充
×
提示
您因"违规操作"
具体请查看互助需知
我知道了
×
提示
现在去查看 取消
×
提示
确定
Book学术官方微信
Book学术文献互助
Book学术文献互助群
群 号:481959085
Book学术
文献互助 智能选刊 最新文献 互助须知 联系我们:info@booksci.cn
Book学术提供免费学术资源搜索服务,方便国内外学者检索中英文文献。致力于提供最便捷和优质的服务体验。
Copyright © 2023 Book学术 All rights reserved.
ghs 京公网安备 11010802042870号 京ICP备2023020795号-1