Li, C., Wu, H., Shang, Y., & Cen, S. (2023). Penalty C0 8-node quadrilateral and 20-node hexahedral elements for consistent couple stress elasticity based on the unsymmetric finite element method. Engineering Analysis with Boundary Elements, 147, pp. 302-319. doi:10.1016/j.enganabound.2022.12.008
Chicago Style CitationLi, Chenfeng, Huan-Pu Wu, Yan Shang, and Song Cen. "Penalty C0 8-node Quadrilateral and 20-node Hexahedral Elements for Consistent Couple Stress Elasticity Based On the Unsymmetric Finite Element Method." Engineering Analysis With Boundary Elements 147 (2023): 302-319.
MLA CitationLi, Chenfeng, Huan-Pu Wu, Yan Shang, and Song Cen. "Penalty C0 8-node Quadrilateral and 20-node Hexahedral Elements for Consistent Couple Stress Elasticity Based On the Unsymmetric Finite Element Method." Engineering Analysis With Boundary Elements 147 (2023): 302-319.