The formulation and application of a flexible multibody dynamic formul
ation to the study structural systems experiencing geometric and mater
ial nonlinear deformations, while its components undergo large relativ
e rotations and displacements, are presented in this paper. The descri
ption of a flexible structure able to undergo a large rigid body motio
n is based on the finite element description of its geometric and mate
rial nonlinear deformations. The choice of the generalized coordinates
used to describe the body flexibility with emphasis on their influenc
e over the explicit nonlinearity of the numerical model of a structure
is discussed. Subsequently, the relative motion between different str
uctural and rigid system components is described using a multibody for
malism based on joint coordinates and velocity transformations. The ca
pability of this methodology to describe nonlinear geometric effects i
s illustrated with an example of a rotating beam. Finally the procedur
e is applied to the crashworthiness and structural impact of a train c
arbody the results being compared with those obtained by the use of a
commercial nonlinear finite element code. Furthermore, the results obt
ained in an experimental test of a full scale model of the train carbo
dy are used to validate the application of this method to large scale
multibody systems. Copyright (C) 1996 Elsevier Science Ltd.