Parachute deployment problems are very complex. It is time-dependent, geometrically nonlinear. In addition, membranes are ‘tension only’ structures. It may undergo large scale dynamic wrinkling during deployment. ^ This thesis work develops robust finite element methods to simulate the nonlinear dynamic behavior of parachute deployment. Two classes of new finite elements are addressed: ^ A new class of elements is developed to facilitate opening a parachute model and stabilize the numerical solution during initial deployment. Two types of elements, called kink and fold elements, are developed that provide local bending stiffness and damping at predefined cable points and membrane edges, respectively. The pseudo-bending stiffness will fa...
The motivation for this work is to model contact phenomena in thin membrane structures that wrinkle....
CIMNE Publicaciones nº 351An explicit dynamic structural solver developed at CIMNE for the analysis ...
AbstractA fluid–structure interaction method combining a nonlinear finite element algorithm with a p...
Parachute deployment problems are very complex. It is time-dependent, geometrically nonlinear. In ad...
New results are presented for the nite element analysis of wrinkling in curved elastic membranes und...
A fluid–structure interaction method combining a nonlinear finite element algorithm with a precondit...
Computer simulation of parachute dynamics can significantly reduce parachute design costs. However, ...
Computer simulation of parachute dynamics can significantly reduce parachute design costs. However, ...
Computer simulation of parachute dynamics can significantly reduce parachute design costs. However, ...
This dissertation involves finite element modeling of geometrically nonlinear membrane structures wi...
This dissertation involves finite element modeling of geometrically nonlinear membrane structures wi...
This dissertation involves finite element modeling of geometrically nonlinear membrane structures wi...
We are honored to dedicate this paper to Charles Steele and to the memory of Marie-Louise Steele. Ch...
The motivation for this work is to model contact phenomena in thin membrane structures that wrinkle....
The motivation for this work is to model contact phenomena in thin membrane structures that wrinkle....
The motivation for this work is to model contact phenomena in thin membrane structures that wrinkle....
CIMNE Publicaciones nº 351An explicit dynamic structural solver developed at CIMNE for the analysis ...
AbstractA fluid–structure interaction method combining a nonlinear finite element algorithm with a p...
Parachute deployment problems are very complex. It is time-dependent, geometrically nonlinear. In ad...
New results are presented for the nite element analysis of wrinkling in curved elastic membranes und...
A fluid–structure interaction method combining a nonlinear finite element algorithm with a precondit...
Computer simulation of parachute dynamics can significantly reduce parachute design costs. However, ...
Computer simulation of parachute dynamics can significantly reduce parachute design costs. However, ...
Computer simulation of parachute dynamics can significantly reduce parachute design costs. However, ...
This dissertation involves finite element modeling of geometrically nonlinear membrane structures wi...
This dissertation involves finite element modeling of geometrically nonlinear membrane structures wi...
This dissertation involves finite element modeling of geometrically nonlinear membrane structures wi...
We are honored to dedicate this paper to Charles Steele and to the memory of Marie-Louise Steele. Ch...
The motivation for this work is to model contact phenomena in thin membrane structures that wrinkle....
The motivation for this work is to model contact phenomena in thin membrane structures that wrinkle....
The motivation for this work is to model contact phenomena in thin membrane structures that wrinkle....
CIMNE Publicaciones nº 351An explicit dynamic structural solver developed at CIMNE for the analysis ...
AbstractA fluid–structure interaction method combining a nonlinear finite element algorithm with a p...