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| 003 | MX-MdCICY | ||
| 005 | 20250625160220.0 | ||
| 040 | _cCICY | ||
| 090 | _aB-17918 | ||
| 245 | 1 | 0 | _aHybrid-Mixed Shell Finite Elements and Implicit Dynamic Schemes for Shell Post-buckling |
| 490 | 0 | _vIn Recent Developments in the Theory of Shells. Springer, Cham., p.383-412, 2019 | |
| 520 | 3 | _aTwo topics are addressed: (i)hybrid-mixed formulations for geometrically exact shell models, and (ii)post-buckling analysis of shells by implicit dynamics schemes. As for the hybrid-mixed elements, seven formulations are compared. The one with the assumed-natural-strain interpolation of membrane strains shows very little sensitivity to mesh distortion for curved shells. Another one, which is based on the Hu-Washizu three-field functional, allows for very large solution increments. Hence, a new element is proposed that combines positive features of both mentioned formulations. As for the post-buckling analysis of shells, we use implicit dynamics. In particular, five time-stepping schemes are tested for shell stability problems that include mode jumping. These are trapezoidal rule, schemes with numerical dissipation in the high-frequency range, and energy-momentum conserving method. Numerical examples show that the dissipative schemes are suitable for simulation of complex phenomena that appear in shell stability. | |
| 650 | 1 | 4 | _aGEOMETRICALLY EXACT SHELL MODELS |
| 650 | 1 | 4 | _aHYBRID-MIXED SHELL ELEMENTS |
| 650 | 1 | 4 | _aIMPLICIT DYNAMICS SCHEMES |
| 650 | 1 | 4 | _aNUMERICAL DISSIPATION |
| 650 | 1 | 4 | _aSHELL STABILITY ANALYSIS |
| 700 | 1 | 2 | _aLavrencic, M. |
| 700 | 1 | 2 | _aBrank, B. |
| 856 | 4 | 0 |
_uhttps://drive.google.com/file/d/1WwsgiqQUgNGrDLxLj5Eh6lwLTpMhHYMd/view?usp=drivesdk _zPara ver el documento ingresa a Google con tu cuenta: @cicy.edu.mx |
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