An extended sequential limit analysis based on moving coordinates for pressurized spherical cap membranes with large shape change
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Publication:821731
DOI10.1016/J.APM.2020.01.023zbMath1481.74483OpenAlexW3000041804WikidataQ126319499 ScholiaQ126319499MaRDI QIDQ821731
Lijia Fan, Yujie Yang, Yufei Tan, Chenghu Zhang
Publication date: 21 September 2021
Published in: Applied Mathematical Modelling (Search for Journal in Brave)
Full work available at URL: https://doi.org/10.1016/j.apm.2020.01.023
large deflectionload-deflection responsemoving coordinatesplastic ultimate loadsequential limit analysisspherical cap membrane
Uses Software
Cites Work
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- Plastic collapse in presence of non-linear kinematic hardening by the bipotential and the sequential limit analysis approaches
- Large deformation of structures by sequential limit analysis
- Post-collapse analysis of plates and shells based on a rigid-plastic version of the TRIC element.
- A triangular finite element for sequential limit analysis of shells
- Importance of the flexural and membrane stiffnesses in large deflection analysis of floating roofs
- Dynamic limit analysis formulation for impact simulation of structural members
- POST-CRITICAL BEHAVIOR OF MODERATELY THICK AXISYMMETRIC SHELLS: A SEQUENTIAL LIMIT ANALYSIS APPROACH
- Collapse simulation of tubular structures using a finite element limit analysis approach and shell elements
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