Moy, S.S.J. and LAM, S.S.E.
Geometrically non-linear analysis of shell structures
Communications in Applied Numerical Methods, 7, (5), . (doi:10.1002/cnm.1630070505).
Full text not available from this repository.
The paper presents a finite element formulation for the geometrically non-linear analysis of shells. The formulation is based on the Hellinger—Reissner approach and uses internal transverse shear stress unknowns to alleviate the problem of shear locking. A ring and a quadrilateral element are presented, together with three examples which demonstrate the accuracy of the elements.
Actions (login required)