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Efficient and accurate four-node quadrilateral C° plate bending element based on assumed strain fieldsGUANGYU SHI; VOYIADJIS, G. Z.International journal for numerical methods in engineering. 1991, Vol 32, Num 5, pp 1041-1055, issn 0029-5981Article

Average strain quadrilateral elementsSTOLLE, D. F. E.Communications in applied numerical methods. 1992, Vol 8, Num 8, pp 505-510, issn 0748-8025Article

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A new discrete Kirchhoff-Mindlin element based on Mindlin-Reissner plate theory and assumed shear strain fields. II: An extended DKQ element for thick-plate bending analysisKATILI, I.International journal for numerical methods in engineering. 1993, Vol 36, Num 11, pp 1885-1908, issn 0029-5981Article

Quadrilateral finite elements for analysis of thick and thin platesIBRAHIMBEGOVIC, A.Computer methods in applied mechanics and engineering. 1993, Vol 110, Num 3-4, pp 195-209, issn 0045-7825Article

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