“…When 𝐺(𝑥) < 0, the structure failure occurs, otherwise, the ten-bar truss structure can normally work. 29 And the vertical displacement 𝐷(𝑥) is obtained from the MATLAB and ANSYS co-simulation. The finite element model of ten-bar truss structure is presented in Figure 14.…”
Section: Example 5: Ten-bar Truss Structurementioning
confidence: 99%
“…The example is a series system with four failure regions. 6,10,29 Suppose 𝑥 1 , 𝑥 2 are standard normal distributed random variables. The performance function is plotted in Figure 6 and is defined as…”
Section: Example 2: Series System With Four Branchesmentioning
confidence: 99%
“…The example is a series system with four failure regions 6,10,29 . Suppose are standard normal distributed random variables.…”
Section: Example Analysismentioning
confidence: 99%
“…The performance function can be defined as . When , the structure failure occurs, otherwise, the ten‐bar truss structure can normally work 29 . And the vertical displacement is obtained from the MATLAB and ANSYS co‐simulation.…”
Due to the limited sample sizes and highly complicated performance functions, how to improve the reliability calculation accuracy and efficiency is an important issue for complex equipment working in harsh environments. This paper proposes an active learning reliability algorithm based on the double‐mutation slap swarm algorithm‐optimized (DMSSA) Kriging surrogate model, parallel infilling strategy and subset simulation (SS). In the method, the uniform design (UD) is employed to select the initial sampling points and their real responses of performance functions are estimated. The DMSSA integrates Cauchy and Gauss mutation to explore the optimal hyperparameter of Kriging model with high accuracy. The parallel infilling strategy combines the expected improvement (EI), minimizing prediction (MP) and mean squared error (MSE) criteria to find new sampling points, which are adaptively added into the database in each iteration to update the design of experiment (DoE). Ultimately, the SS method is employed to deal with the small failure probability problems. Five various examples are analyzed to verify the calculation accuracy and efficiency of the proposed method.
“…When 𝐺(𝑥) < 0, the structure failure occurs, otherwise, the ten-bar truss structure can normally work. 29 And the vertical displacement 𝐷(𝑥) is obtained from the MATLAB and ANSYS co-simulation. The finite element model of ten-bar truss structure is presented in Figure 14.…”
Section: Example 5: Ten-bar Truss Structurementioning
confidence: 99%
“…The example is a series system with four failure regions. 6,10,29 Suppose 𝑥 1 , 𝑥 2 are standard normal distributed random variables. The performance function is plotted in Figure 6 and is defined as…”
Section: Example 2: Series System With Four Branchesmentioning
confidence: 99%
“…The example is a series system with four failure regions 6,10,29 . Suppose are standard normal distributed random variables.…”
Section: Example Analysismentioning
confidence: 99%
“…The performance function can be defined as . When , the structure failure occurs, otherwise, the ten‐bar truss structure can normally work 29 . And the vertical displacement is obtained from the MATLAB and ANSYS co‐simulation.…”
Due to the limited sample sizes and highly complicated performance functions, how to improve the reliability calculation accuracy and efficiency is an important issue for complex equipment working in harsh environments. This paper proposes an active learning reliability algorithm based on the double‐mutation slap swarm algorithm‐optimized (DMSSA) Kriging surrogate model, parallel infilling strategy and subset simulation (SS). In the method, the uniform design (UD) is employed to select the initial sampling points and their real responses of performance functions are estimated. The DMSSA integrates Cauchy and Gauss mutation to explore the optimal hyperparameter of Kriging model with high accuracy. The parallel infilling strategy combines the expected improvement (EI), minimizing prediction (MP) and mean squared error (MSE) criteria to find new sampling points, which are adaptively added into the database in each iteration to update the design of experiment (DoE). Ultimately, the SS method is employed to deal with the small failure probability problems. Five various examples are analyzed to verify the calculation accuracy and efficiency of the proposed method.
“…Then, the adaptive Kriging model is implemented in the low dimensional space identified by the activity scores [36], which reduces the time cost of the adaptive analysis process with a high input space dimension. An Enhanced Adaptive Kriging Monte Carlo Simulation (EAK-MCSI) [37] is proposed based on a candidate sample pool reduction strategy that reduces the time cost required to traverse the candidate sample pool in small failure probability problems.…”
The fourth-moment method can accurately perform a reliability analysis when it is challenging to determine the distribution of the random variable due to limited available samples. This method only utilizes the first four moments of the random variable and constructs the fourth-moment reliability index. However, it cannot be applied in engineering cases where the state function cannot be expressed explicitly, as it becomes difficult to establish a correlation between the first four moments of the random variable and the state function. Simplifying the state function forcefully may result in significant reliability prediction errors. To address this limitation, this study proposes an adaptive Kriging-based fourth-moment method for reliability analysis under complex state equations. The proposed method demonstrates better applicability and efficiency compared to existing methods. Several numerical examples are provided to validate the effectiveness and accuracy of the proposed method.
scite is a Brooklyn-based organization that helps researchers better discover and understand research articles through Smart Citations–citations that display the context of the citation and describe whether the article provides supporting or contrasting evidence. scite is used by students and researchers from around the world and is funded in part by the National Science Foundation and the National Institute on Drug Abuse of the National Institutes of Health.