Publikationsdatum:
2019-06-27
Beschreibung:
This paper presents the numerical results obtained when a new method of analysis, called the extended field method, was applied to several thin plate problems including one with non-rectangular geometry, and one problem involving both beams and a plate. The numerical results show that the quality of the single plate solutions was satisfactory for all cases except those involving a freely deflecting plate corner. The results for the beam and plate structure were satisfactory even though the structure had a freely deflecting corner.
Schlagwort(e):
STRUCTURAL MECHANICS
Materialart:
Journal of Sound and Vibration; 30; Oct. 22
Format:
text
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