This paper discusses the collapse behaviour of vehicle structures under qua
si-static loading conditions. The finite element limit analysis for three-d
imensional structures is formulated based on the duality theorem in plastic
ity. The analysis considers sequential deformation of structures with work-
hardening effects. The collapse analysis for an S-shaped frame is conducted
using both the limit analysis program developed here and the commercial co
de ABAQUS. Results show a good agreement in load-carrying capacity and defo
rmation mode predictions. Example studies also demonstrate that the method
presented can be used to identify the weak part of a structure and change i
ts design to enhance the load-carrying capacity and reduce vehicle passenge
r compartment distortions.