Результаты исследований: Публикации в книгах, отчётах, сборниках, трудах конференций › статья в сборнике материалов конференции › научная › Рецензирование
Nonlinear bending of round thin SD plates. / Pavilaynen, G. V.
COMPDYN 2019 - 7th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering, Proceedings. ред. / Manolis Papadrakakis; Michalis Fragiadakis. National Technical University of Athens (NTUA), 2019. стр. 3531-3537 (COMPDYN Proceedings; Том 2).Результаты исследований: Публикации в книгах, отчётах, сборниках, трудах конференций › статья в сборнике материалов конференции › научная › Рецензирование
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TY - GEN
T1 - Nonlinear bending of round thin SD plates
AU - Pavilaynen, G. V.
N1 - Conference code: 7th
PY - 2019/1/1
Y1 - 2019/1/1
N2 - The problem of elastoplastic bending of a freely supported, round thin plate uniformly loaded with transverse pressure is considered. The plate is made of thin sheet metal with transversal isotropy properties and the effect of different resistance to tension and compression (SD effect) during plastic deformation. Plasticity area in the compression zone of the plate is substantially smaller thеn those in the tension zone. We assume that the yield strength during compression is greater than that under tension. To calculate the bending, the COMSOL software package is used. Depending on the pressure, we calculate the sizes of plasticity zones. The problem used the classical Mises – Hill approach. According to the results of the calculation, the magnitude of the plasticity "spot" and the depth of plasticity areas significantly depends on the condition of compression or tension.
AB - The problem of elastoplastic bending of a freely supported, round thin plate uniformly loaded with transverse pressure is considered. The plate is made of thin sheet metal with transversal isotropy properties and the effect of different resistance to tension and compression (SD effect) during plastic deformation. Plasticity area in the compression zone of the plate is substantially smaller thеn those in the tension zone. We assume that the yield strength during compression is greater than that under tension. To calculate the bending, the COMSOL software package is used. Depending on the pressure, we calculate the sizes of plasticity zones. The problem used the classical Mises – Hill approach. According to the results of the calculation, the magnitude of the plasticity "spot" and the depth of plasticity areas significantly depends on the condition of compression or tension.
KW - Anisotropy
KW - Distributed load
KW - Elastic-plastic bending
KW - Plates
KW - SD-effect
KW - State of biaxial stress
KW - Yield criterion
UR - http://www.scopus.com/inward/record.url?scp=85079059290&partnerID=8YFLogxK
M3 - Conference contribution
AN - SCOPUS:85079059290
T3 - COMPDYN Proceedings
SP - 3531
EP - 3537
BT - COMPDYN 2019 - 7th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering, Proceedings
A2 - Papadrakakis, Manolis
A2 - Fragiadakis, Michalis
PB - National Technical University of Athens (NTUA)
T2 - 7th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering, COMPDYN 2019
Y2 - 24 June 2019 through 26 June 2019
ER -
ID: 51648894