Physically based, multilayered zig-zag models have the merit of providing accurate stress predictions with few fixed unknowns, but unfortunately they involve derivatives of functional degrees of freedom (e.g. u,x, w,x, w,xxx and so on). Here, a variable kinematics zig-zag model with up to third-order derivatives always giving accurate predictions is considered in order to apply a technique that enables to convert derivatives of the unknowns. Such technique relies on energy updating concepts for finding closed form, modified expressions of displacements constituting the equivalent C0 model. From this model, a simple quadrilateral plate element with standard C0 interpolation functions is developed and tested. The first objective is finding a priori modified displacement fields that make the C0 zig-zag model equivalent from the energy standpoint to its initial counterpart containing derivatives. Then a finite element is developed, whose structural model is equivalent from the energy standpoint to its counterpart with derivatives as variables. Comparisons with 3D elasticity solutions of benchmark test cases and to an experiments show that the present element obtains accurate results.

C0 FIXED DEGREES OF FREEDOM ZIG-ZAG MODEL WITH VARIABLE IN-PLANE AND OUT-OF-PLANE KINEMATICS AND QUADRILATERAL PLATE ELEMENT / Icardi, Ugo; Sola, Federico. - In: JOURNAL OF AEROSPACE ENGINEERING. - ISSN 0893-1321. - STAMPA. - 28:5(2015), pp. 040141351-0401413514. [10.1061/(ASCE)AS.1943-5525.0000472]

C0 FIXED DEGREES OF FREEDOM ZIG-ZAG MODEL WITH VARIABLE IN-PLANE AND OUT-OF-PLANE KINEMATICS AND QUADRILATERAL PLATE ELEMENT

ICARDI, Ugo;SOLA, FEDERICO
2015

Abstract

Physically based, multilayered zig-zag models have the merit of providing accurate stress predictions with few fixed unknowns, but unfortunately they involve derivatives of functional degrees of freedom (e.g. u,x, w,x, w,xxx and so on). Here, a variable kinematics zig-zag model with up to third-order derivatives always giving accurate predictions is considered in order to apply a technique that enables to convert derivatives of the unknowns. Such technique relies on energy updating concepts for finding closed form, modified expressions of displacements constituting the equivalent C0 model. From this model, a simple quadrilateral plate element with standard C0 interpolation functions is developed and tested. The first objective is finding a priori modified displacement fields that make the C0 zig-zag model equivalent from the energy standpoint to its initial counterpart containing derivatives. Then a finite element is developed, whose structural model is equivalent from the energy standpoint to its counterpart with derivatives as variables. Comparisons with 3D elasticity solutions of benchmark test cases and to an experiments show that the present element obtains accurate results.
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Utilizza questo identificativo per citare o creare un link a questo documento: https://hdl.handle.net/11583/2567938
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