Turnitin
降AI改写
早检测系统
早降重系统
Turnitin-UK版
万方检测-期刊版
维普编辑部版
Grammarly检测
Paperpass检测
checkpass检测
PaperYY检测
Stress projection for membrane and shear locking in shell finite elements
The motivation for the research reviewed in this paper was provided by studies such as
indicated in Fig. l (a) which show some results obtained with the widely used 9-node …
indicated in Fig. l (a) which show some results obtained with the widely used 9-node …
A survey of recent shell finite elements
HTY Yang, S Saigal, A Masud… - International Journal for …, 2000 - Wiley Online Library
Since the mid-1960s when the forms of curved shell finite elements were originated,
including those pioneered by Professor Gallagher, the published literature on the subject …
including those pioneered by Professor Gallagher, the published literature on the subject …
A robust quadrilateral membrane finite element with drilling degrees of freedom
A Ibrahimbegovic, RL Taylor… - International Journal for …, 1990 - Wiley Online Library
A quadrilateral membrane finite element with drilling degrees of freedom is derived from
variational principles employing an independent rotation field. Both displacement based and …
variational principles employing an independent rotation field. Both displacement based and …
On drilling degrees of freedom
Variational principles employing independent rotation fields are investigated. In the two-
dimensional case these lead to membrane elements with “drilling degrees of freedom”, of …
dimensional case these lead to membrane elements with “drilling degrees of freedom”, of …
A discrete shear triangular nine dof element for the analysis of thick to very thin plates
JL Batoz, P Lardeur - International journal for numerical …, 1989 - Wiley Online Library
This paper deals with the formulation and the evaluation of a new three node, nine dof
triangular plate bending element valid for the analysis of thick to thin plates. The formulation …
triangular plate bending element valid for the analysis of thick to thin plates. The formulation …
A four node Marguerre element for non‐linear shell analysis
P Jetteur, F Frey - Engineering Computations, 1986 - emerald.com
A non‐linear shallow thin shell element is described. The element is a curved quadrilateral
one with corner nodes only. At each node, six degrees of freedom (ie three translations and …
one with corner nodes only. At each node, six degrees of freedom (ie three translations and …
A review on membrane finite elements with drilling degree of freedom
D Boutagouga - Archives of Computational Methods in Engineering, 2021 - Springer
Membrane finite elements have gained increasing importance since the early years of the
finite elements method due to their convenience to a wide range of plane and 3D shell …
finite elements method due to their convenience to a wide range of plane and 3D shell …
A plane hybrid element with rotational dof and adjustable stiffness
RD Cook - International Journal for Numerical Methods in …, 1987 - Wiley Online Library
A simple formulation of a nine dof plane triangle is achieved by the assumed‐stress hybrid
approach. The element has two translations and the rotation about a normal to the plane as …
approach. The element has two translations and the rotation about a normal to the plane as …
Analysis of shell structures by an improved 3-node triangular flat shell element with a bubble function and cell-based strain smoothing
T Chau-Dinh - Thin-Walled Structures, 2023 - Elsevier
An enhanced 3-node triangular flat shell element with 18 degrees of freedom according to
the Reissner–Mindlin theory is presented in this paper. New cell-based smoothed (CS) …
the Reissner–Mindlin theory is presented in this paper. New cell-based smoothed (CS) …
A comparative formulation of T3γs, DST, DKMT and MITC3+ triangular plate elements with new numerical results based on s-norm tests
The paper deals with plate bending triangular elements with shear effect included, having
only three degrees of freedom at each corner node. In that category, we select four elements …
only three degrees of freedom at each corner node. In that category, we select four elements …