Recent developments have proved the advantage of combining both time implicit and time explicit integration algorithms in structural dynamics. A major problem is to define the initial conditions for the implicit simulation on the basis of a solution obtained from an unbalanced explicit resolution. The unbalanced nature of the explicit algorithm leads to oscillations in the fields of interest. Therefore, the values obtained after an explicit computation cannot be used directly as initial conditions for an implicit simulation. In this paper, we develop such initial values that lead to a stable (no numerical creation of energy) and energy-conserving transition. (c) 2005 Elsevier B.V. All rights reserved
Recently, robust implicit energy and momentum conserving algorithms have been developed in the non-l...
In this work we will combine the α-generalized explicit time integration scheme with the Energy-Diss...
In this paper a new method is proposed for direct time integration of nonlinear structural dynamics ...
International audienceRecent developments have proved the advantage of combining both time implicit ...
AbstractA new unconditionally stable explicit time-integration method is proposed herein, which can ...
peer reviewedTo solve fast dynamic problems, an explicit method is the most adapted. But for slower ...
International audienceTo solve fast dynamic problems, an explicit method is the most adapted. But fo...
International audienceRecent developments, in non-linear structural dynamics, have led to a new kind...
Most finite element packages use the Newmark algorithm for time integration of structural dynamics. ...
In order to solve fast dynamic problems, an explicit method is the most adapted. But for slower dyna...
In order to solve fast dynamic problems, an explicit method is the most adapted. But for slower dyna...
International audienceRecently, robust implicit energy and momentum conserving algorithms have been ...
Recently, robust implicit energy and momentum conserving algorithms have been developed in the non-l...
New dissipative time integration algorithms are presented for solving systems of second-order ordina...
In this work we will combine the ®-generalized explicit time integration scheme with the Energy-Diss...
Recently, robust implicit energy and momentum conserving algorithms have been developed in the non-l...
In this work we will combine the α-generalized explicit time integration scheme with the Energy-Diss...
In this paper a new method is proposed for direct time integration of nonlinear structural dynamics ...
International audienceRecent developments have proved the advantage of combining both time implicit ...
AbstractA new unconditionally stable explicit time-integration method is proposed herein, which can ...
peer reviewedTo solve fast dynamic problems, an explicit method is the most adapted. But for slower ...
International audienceTo solve fast dynamic problems, an explicit method is the most adapted. But fo...
International audienceRecent developments, in non-linear structural dynamics, have led to a new kind...
Most finite element packages use the Newmark algorithm for time integration of structural dynamics. ...
In order to solve fast dynamic problems, an explicit method is the most adapted. But for slower dyna...
In order to solve fast dynamic problems, an explicit method is the most adapted. But for slower dyna...
International audienceRecently, robust implicit energy and momentum conserving algorithms have been ...
Recently, robust implicit energy and momentum conserving algorithms have been developed in the non-l...
New dissipative time integration algorithms are presented for solving systems of second-order ordina...
In this work we will combine the ®-generalized explicit time integration scheme with the Energy-Diss...
Recently, robust implicit energy and momentum conserving algorithms have been developed in the non-l...
In this work we will combine the α-generalized explicit time integration scheme with the Energy-Diss...
In this paper a new method is proposed for direct time integration of nonlinear structural dynamics ...