TY - JOUR
T1 - A new discrete Kirchhoff‐Mindlin element based on Mindlin‐Reissner plate theory and assumed shear strain fields—part I
T2 - An extended DKT element for thick‐plate bending analysis
AU - Katili, Irwan
PY - 1993/6/15
Y1 - 1993/6/15
N2 - This is the first of a two‐part paper on plate bending elements with shear effects included. This paper presents a new three‐node, nine‐d.o.f. triangular plate bending element valid for the analysis of thick to thin plates. The element, called DKMT, has a proper rank (contains no spurious zero‐energy modes), passes the patch test for thin and thick plates in an arbitrary mesh and is free of shear locking. Very good results have been obtained for thin and thick plates' by the element. An extended DKQ element for thick‐plate bending analysis is evaluated in Part II.24
AB - This is the first of a two‐part paper on plate bending elements with shear effects included. This paper presents a new three‐node, nine‐d.o.f. triangular plate bending element valid for the analysis of thick to thin plates. The element, called DKMT, has a proper rank (contains no spurious zero‐energy modes), passes the patch test for thin and thick plates in an arbitrary mesh and is free of shear locking. Very good results have been obtained for thin and thick plates' by the element. An extended DKQ element for thick‐plate bending analysis is evaluated in Part II.24
UR - http://www.scopus.com/inward/record.url?scp=0027608520&partnerID=8YFLogxK
U2 - 10.1002/nme.1620361106
DO - 10.1002/nme.1620361106
M3 - Article
AN - SCOPUS:0027608520
SN - 0029-5981
VL - 36
SP - 1859
EP - 1883
JO - International Journal for Numerical Methods in Engineering
JF - International Journal for Numerical Methods in Engineering
IS - 11
ER -