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• W3117074229 startingPage "110203" @default.
• W3117074229 abstract "Meshfree smoothed particle method has great advantages in dealing with nonlinear problems of solid structures However, due to the instability and poor accuracy, it has been limited to the application in solid mechanics for a long time; especially the study on shell structure with smoothed particle method is even rarely reported on account of expensive three-dimensional continuum modeling and the phenomenon of numerical fracture in the traditional method The moving least square function and total Lagrangian equations are introduced as an approximation function and approximation equations respectively to improve the stability and numerical accuracy of smoothed particle method; on this basis, the method of static analysis is proposed, and meanwhile the dynamic analysis method is also refined. Finally, the internationally recognized standard test models on static and dynamic problems are adopted to verify the above shell theory, and the results are in good agreement with the existing data, which proves the validity and reliability of the present numerical model. This paper aims to provide a reference for the further research of smoothed particle method on nonlinear shell structures, such as crack, crushing, etc." @default.
• W3117074229 created "2021-01-05" @default.
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• W3117074229 date "2013-01-01" @default.
• W3117074229 modified "2023-09-24" @default.
• W3117074229 title "Static and dynamic analysis of elastic shell structures with smoothed particle method" @default.
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• W3117074229 doi "https://doi.org/10.7498/aps.62.110203" @default.
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