A Convex Combination-Based Approach for Uncertain Static Responses of Structures Subjected to Fuzzy External Loadings

In this paper, the uncertain static responses of structures under fuzzy external loadings are investigated using the fuzzy finite element approach. External loads are represented as fuzzy values in this study, although material and geometric properties are regarded as precise. Accordingly, the obtained governing static equilibrium equations is a fuzzy system of linear equations with crisp coefficients, fuzzy unknowns, and a fuzzy right-hand side vector. To solve this fuzzy system, a novel method based on the concept of convex combinations is proposed. The method leverages convex combinations after converting the fuzzy system into an analogous interval form in order to produce a crisp system representation. To obtain the ultimate solution, the resulting crisp systems are solved for two distinct parametric values of the convex combination together. The work examines a mathematical example in addition to actual examples such as an 8-bar truss, a fixed-fixed beam, and a uniform rectangular sheet subjected to external loads. The results are validated by comparing the obtained results with existing techniques.

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Publication Details

Journal
New Mathematics and Natural Computation
Published
2024-09-20
DOI
https://doi.org/10.1142/s1793005726500213
Citations
1
Primary Topic
Probabilistic and Robust Engineering Design
Type
article
Field-Weighted Citation Impact
0.46
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article

A Convex Combination-Based Approach for Uncertain Static Responses of Structures Subjected to Fuzzy External Loadings

Snehashish Chakraverty, Diptiranjan Behera
1 citations
New Mathematics and Natural Computation
Probabilistic and Robust Engineering Design
0.46
article

A Convex Combination-Based Approach for Uncertain Static Responses of Structures Subjected to Fuzzy External Loadings

Snehashish Chakraverty, Diptiranjan Behera
article en
1 citations

Abstract

In this paper, the uncertain static responses of structures under fuzzy external loadings are investigated using the fuzzy finite element approach. External loads are represented as fuzzy values in this study, although material and geometric properties are regarded as precise. Accordingly, the obtained governing static equilibrium equations is a fuzzy system of linear equations with crisp coefficients, fuzzy unknowns, and a fuzzy right-hand side vector. To solve this fuzzy system, a novel method based on the concept of convex combinations is proposed. The method leverages convex combinations after converting the fuzzy system into an analogous interval form in order to produce a crisp system representation. To obtain the ultimate solution, the resulting crisp systems are solved for two distinct parametric values of the convex combination together. The work examines a mathematical example in addition to actual examples such as an 8-bar truss, a fixed-fixed beam, and a uniform rectangular sheet subjected to external loads. The results are validated by comparing the obtained results with existing techniques.

New Mathematics and Natural ComputationVol. 22(02)
University of the West Indies System (JM), National Institute of Technology Rourkela (IN)
Climate action
Openalex Percentile: Top 28%
Probabilistic and Robust Engineering Design
0.46
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