A non-probabilistic reliability topology optimization method based on aggregation function and matrix multiplication considering buckling response constraints
DOI10.1007/S10483-024-3078-6zbMATH Open1539.74331MaRDI QIDQ6542720
Juxi Hu, Weimin Chen, Yingge Liu, Bing Han, Lei Wang
Publication date: 22 May 2024
Published in: AMM. Applied Mathematics and Mechanics. (English Edition) (Search for Journal in Brave)
finite element methodgeometric stiffness matrixuncertainty propagation analysiscyclic matrix programmingHeaviside projection functionlinear buckling factor
Finite element methods applied to problems in solid mechanics (74S05) Bifurcation and buckling (74G60) Topological methods for optimization problems in solid mechanics (74P15) Reliability and life testing (62N05)
Cites Work
- A direct probabilistic approach to solve state equations for nonlinear systems under random excitation
- Finite element analysis with uncertain probabilities
- Non-probabilistic set-theoretic model for structural safety measure
- Generating optimal topologies in structural design using a homogenization method
- Material interpolation schemes in topology optimization
- Non-probabilistic reliability-based topology optimization of continuum structures considering local stiffness and strength failure
- A novel elastoplastic topology optimization formulation for enhanced failure resistance via local ductile failure constraints and linear buckling analysis
- A feature-driven robust topology optimization strategy considering movable non-design domain and complex uncertainty
- Super parametric convex model and its application for non-probabilistic reliability-based design optimization
- Towards solving large-scale topology optimization problems with buckling constraints at the cost of linear analyses
- A novel method of non-probabilistic reliability-based topology optimization corresponding to continuum structures with unknown but bounded uncertainties
- Combination of probabilistic and convex models of uncertainty when scarce knowledge is present on acoustic excitation parameters
- Parameter perturbation method for dynamic responses of structures with uncertain-but-bounded parameters based on interval analysis
- Multidimensional parallelepiped model-a new type of non-probabilistic convex model for structural uncertainty analysis
- Topology optimization of nonlinear elastic structures and compliant mechanisms
- A level set reliability-based topology optimization (LS-RBTO) method considering sensitivity mapping and multi-source interval uncertainties
This page was built for publication: A non-probabilistic reliability topology optimization method based on aggregation function and matrix multiplication considering buckling response constraints
Report a bug (only for logged in users!)Click here to report a bug for this page (MaRDI item Q6542720)