Novel methodology of fail-safe reliability-based topology optimization for large-scale marine structures

In this paper, a novel reliability-based topology optimization (RBTO) framework integrating fail-safe is first presented to boost reliability levels and load path redundancy for complex marine structures. The sequential optimization and reliability assessment (SORA) approach using the conjugate grad...

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Vydané v:Structural and multidisciplinary optimization Ročník 66; číslo 7; s. 168
Hlavní autori: Cui, Yupeng, Yu, Yang, Huang, Shanlin, Cheng, Siyuan, Wei, Mingxiu, Li, Zhenmian, Yu, Jianxing
Médium: Journal Article
Jazyk:English
Vydavateľské údaje: Berlin/Heidelberg Springer Berlin Heidelberg 01.07.2023
Springer Nature B.V
Predmet:
Algorithms
Cantilever beams
Cargo ships
Computational Mathematics and Numerical Analysis
Decoupling
Engineering
Engineering Design
Fail safe structures
Iterative methods
Materials failure
Optimization
Redundancy
Reliability analysis
Research Paper
Ship decks
Theoretical and Applied Mechanics
Topology optimization
Three-stage continuation technique
Sequential optimization and reliability assessment using the conjugate gradient algorithm
Multi-model optimization
method
Fail-safe reliability-based topology optimization
Large-scale marine structures
ISSN:1615-147X, 1615-1488
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Shrnutí:In this paper, a novel reliability-based topology optimization (RBTO) framework integrating fail-safe is first presented to boost reliability levels and load path redundancy for complex marine structures. The sequential optimization and reliability assessment (SORA) approach using the conjugate gradient (CG) algorithm (SORACG) is proposed to decouple the RBTO procedure into sequential deterministic topology optimization (DTO) loops and reliability assessment (RA) loops. The computational efficiency and solution accuracy are enhanced benefiting from the decoupling feature of SORA. A popular fail-safe model simulating the local material failure using damaged zones with prescribed shape and size is introduced into DTO. Non-differentiable fail-safe worst-case problem is transformed into an equivalent bound formulation via the β -method. Combing the three-stage continuation technique (3SCT) which considers both iterative efficiency and global optimality, a multi-model optimization strategy is suggested to address the fail-safe model. In RA, the CG algorithm is developed to derive the most probable point (MPP) for the optimal fail-safe DTO design. Numerical cases concerning a cantilever beam and engineering applications for a long-span open deck and 10,000-ton container ship demonstrate the effectiveness of the framework.
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ISSN:1615-147X
1615-1488
DOI:10.1007/s00158-023-03614-9