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.
Stress analysis around holes or notches by special finite elements / S. de Miranda; F. Ubertini. - In: INTERNATIONAL JOURNAL FOR NUMERICAL METHODS IN ENGINEERING. - ISSN 0029-5981. - STAMPA. - 66:(2006), pp. 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.