Evaluation of the Maximum Axial Force on a Cylindrical Shell Structure in Terms of Stability and Strength Using Fuzzy Quantities of Chosen Geometric Parameters
Ocena maksymalnej siły osiowej działającej na powłokę cylindryczną w aspekcie wytrzymałości i stateczności przy rozmytych wartościach jej charakterystyk geometrycznych
The paper deals with the application of the fuzzy sets theory for determining the maximum axial load of a pin-supported smooth cylindrical shell surface. It takes into account the stability and strength criteria, using fuzzy shell radius and plate thickness data. The formulated optimisation problems relate to fuzzy chance-constrained programming (CCP) models. A Monte-Carlo simulation modelling algorithm is proposed. Computational experiments were performed as part of the study. The proposed method can be used for designing and assessing the load-bearing capacity of structures such as bridges and railroads when faced with incomplete or time-varying input data.
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- Record URL:
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Availability:
- Find a library where document is available. Order URL: http://worldcat.org/issn/16431618
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Authors:
- Baranenko, Valeriy
- Volchok, Denys
- Publication Date: 2016
Language
- English
- Polish
Media Info
- Media Type: Digital/other
- Features: Figures; References; Tables;
- Pagination: pp 71-81
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Serial:
- Roads and Bridges - Drogi i Mosty
- Volume: 15
- Issue Number: 1
- Publisher: Road and Bridge Research Institute
- ISSN: 1643-1618
- Serial URL: http://eng.ibdim.edu.pl/index.php/publications
Subject/Index Terms
- TRT Terms: Axial loads; Bearing capacity; Bridges; Fuzzy sets; Monte Carlo method; Railroads; Shells (Structural forms); Simulation
- Subject Areas: Bridges and other structures; Highways; Railroads;
Filing Info
- Accession Number: 01600288
- Record Type: Publication
- Files: TRIS
- Created Date: May 9 2016 4:18PM