In this paper, three special elements for stress concentration analysis around holes or notches are presented. One is based on a variational principle involving displacements, unsymmetric stresses and rotations as independent variables, the other two on the classical Hellinger-Reissner principle. The new elements are designed to be used in a single layer along the cavity rim, where enhanced properties are needed to get a satisfactory level of accuracy. Special properties are obtained by enforcing the stress approximation to satisfy a priori the traction-free boundary condition on the element side positioned along the cavity rim and by properly enriching the displacement interpolation. The proposed elements are: applicable to geometries of arbitrary shape, easy-to-use, low-cost and readily implementable into existing finite element codes.
S. de Miranda, F. Ubertini (2006). Stress analysis around holes or notches by special finite elements. INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING, 66, 85-116 [10.1002/nme.1543].
Stress analysis around holes or notches by special finite elements
DE MIRANDA, STEFANO;UBERTINI, FRANCESCO
2006
Abstract
In this paper, three special elements for stress concentration analysis around holes or notches are presented. One is based on a variational principle involving displacements, unsymmetric stresses and rotations as independent variables, the other two on the classical Hellinger-Reissner principle. The new elements are designed to be used in a single layer along the cavity rim, where enhanced properties are needed to get a satisfactory level of accuracy. Special properties are obtained by enforcing the stress approximation to satisfy a priori the traction-free boundary condition on the element side positioned along the cavity rim and by properly enriching the displacement interpolation. The proposed elements are: applicable to geometries of arbitrary shape, easy-to-use, low-cost and readily implementable into existing finite element codes.I documenti in IRIS sono protetti da copyright e tutti i diritti sono riservati, salvo diversa indicazione.