2013
DOI: 10.9790/3021-03831020
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Degenerated Four Nodes Shell Element with Drilling Degree of Freedom

Abstract: A four node degenerated shell element with drilling degree of freedom is presented in this paper. The problem of zero stiffness that appears with using the drilling degree of freedom and causes singularity in the structure stiffness matrix is solved by employing, one of the recommended remedies. That is, adding a fictitious rotational stiffness using a penalty parameter (torsional constant) to control the solution to insure good element performance. Examples are presented including comparisons of torsional con… Show more

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Cited by 4 publications
(2 citation statements)
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“…which is then added to the strain energy ultimately contributing to the constitutive stiffness matrix of the system. The drilling degree-of-freedom is calculated simply by penalizing the in-plane rotational shear, as for instance discussed in Adam et al [36]. Here, the drilling stiffness 𝐸 𝑑𝑟𝑖𝑙𝑙𝑖𝑛𝑔 is calculated based on the laminated composite plate stiffness component 𝐴 66 , such that:…”
Section: A Structural Modelmentioning
confidence: 99%
“…which is then added to the strain energy ultimately contributing to the constitutive stiffness matrix of the system. The drilling degree-of-freedom is calculated simply by penalizing the in-plane rotational shear, as for instance discussed in Adam et al [36]. Here, the drilling stiffness 𝐸 𝑑𝑟𝑖𝑙𝑙𝑖𝑛𝑔 is calculated based on the laminated composite plate stiffness component 𝐴 66 , such that:…”
Section: A Structural Modelmentioning
confidence: 99%
“…The generalized formulation of selective reduced integration proposed by Hughes [ 22 ] has been employed in this work. In addition, the four-node quadrilateral degenerated shell element [ 23 ] is utilized in the intensive analysis.…”
Section: Basic Theorymentioning
confidence: 99%