TY  - JOUR
AB  - Presents a robust and unconditionally stable return‐mapping algorithm based on the discrete counterpart of the principle of maximum plastic dissipation. Develops the explicit expression for the consistent elasto‐plastic tangent modulus. All expressions are derived via tensor formulation showing the advantage over the classical matrix notation. The integration algorithm is implemented in the formulation of the four‐node isoparametric assumed‐strain finite‐rotation shell element employing the Mindlin‐Reissner‐type shell model. By applying the layered model, plastic zones can be displayed through the shell thickness. Material non‐linearity described by the von Mises yield criterion and isotropic hardening is combined with a geometrically non‐linear response assuming finite rotations. Numerical examples illustrate the efficiency of the present formulation in conjunction with the standard Newton iteration approach, in which no line search procedures are required. Demonstrates the excellent performance of the algorithm for large time respective load steps.
VL  - 14
IS  - 1
SN  - 0264-4401
DO  - 10.1108/02644409710157631
UR  - https://doi.org/10.1108/02644409710157631
AU  - Sorić J.
AU  - Montag U.
AU  - Krätzig W.B.
PY  - 1997
Y1  - 1997/01/01
TI  - On the increase of computational algorithm efficiency for elasto‐plastic shell analysis
T2  - Engineering Computations
PB  - MCB UP Ltd
SP  - 75
EP  - 97
Y2  - 2024/09/20
ER  -