Abstract-A unified approach is presented for the static and transient linear and geometrically non-linear analyses of two-dimensional problems (plane stress/strain and axisymmetric). A finite element idealization with four-, eight- and nine-noded isoparametric quadrilateral elements is used for space discretization. An explicit central difference time-marching scheme is employed for time integration of the resulting discrete ordinary differential equations. Results of several numerical examples are presented and compared with the available data. A comparative study of the performance of various elements with different damping factors is also presented
SANTOS is a finite element program designed to compute the quasistatic, large deformation, inelastic...
A time-split finite element scheme is developed based on one-dimensional, linear basis functions. Th...
Time finite element methods are developed for the equations of structural dynamics. The approach emp...
This thesis demonstrates that the use of finite elements need not be confined to space alone, but th...
A unified approach is presented for the pseudo-transient (static) linear and geometrically non-linea...
It is common knowledge that the method of finite elements is one of the most attractive and efficien...
A two-dimensional finite element method of analysis for predicting the stress and permanent displace...
An effective finite element method has been presented for calculating transient response of dynamica...
An analysis of the finite deformation of an elastic body using the finite element method is investig...
An unified approach is presented for linear and geometrically non-linear analyses of composite and s...
Summarization: A direct boundary element approach is developed for the determination of the transien...
The displacement formulation of the finite element method is well suited to the analysis of elasto-p...
This is a copy of the author's final draft version of an article published in the journal Computatio...
A computer procedure for economically time-integrating large structural dynamics problems is present...
An unified approach is presented for linear and geometrically non-linear analyses of composite and s...
SANTOS is a finite element program designed to compute the quasistatic, large deformation, inelastic...
A time-split finite element scheme is developed based on one-dimensional, linear basis functions. Th...
Time finite element methods are developed for the equations of structural dynamics. The approach emp...
This thesis demonstrates that the use of finite elements need not be confined to space alone, but th...
A unified approach is presented for the pseudo-transient (static) linear and geometrically non-linea...
It is common knowledge that the method of finite elements is one of the most attractive and efficien...
A two-dimensional finite element method of analysis for predicting the stress and permanent displace...
An effective finite element method has been presented for calculating transient response of dynamica...
An analysis of the finite deformation of an elastic body using the finite element method is investig...
An unified approach is presented for linear and geometrically non-linear analyses of composite and s...
Summarization: A direct boundary element approach is developed for the determination of the transien...
The displacement formulation of the finite element method is well suited to the analysis of elasto-p...
This is a copy of the author's final draft version of an article published in the journal Computatio...
A computer procedure for economically time-integrating large structural dynamics problems is present...
An unified approach is presented for linear and geometrically non-linear analyses of composite and s...
SANTOS is a finite element program designed to compute the quasistatic, large deformation, inelastic...
A time-split finite element scheme is developed based on one-dimensional, linear basis functions. Th...
Time finite element methods are developed for the equations of structural dynamics. The approach emp...