Penalty C0 8-node quadrilateral and 20-node hexahedral elements for consistent couple stress elasticity based on the unsymmetric finite element method
0101 mathematics
01 natural sciences
620
DOI:
10.1016/j.enganabound.2022.12.008
Publication Date:
2022-12-19T10:01:27Z
AUTHORS (4)
ABSTRACT
SUPPLEMENTAL MATERIAL
Coming soon ....
REFERENCES (72)
CITATIONS (12)
EXTERNAL LINKS
PlumX Metrics
RECOMMENDATIONS
FAIR ASSESSMENT
Coming soon ....
JUPYTER LAB
Coming soon ....