The strategy of Reduced Stiffness (or Reduced Energy) Analysis, in which selected energy components are eliminated to account for mode interaction and imperfection-sensitivity in a simplified way, was developed by Croll and co-workers since the early 1980s. This physical interpretation allows the formulation as an eigenvalue problem, in which the eigenvalue (critical load) is a lower bound to experiments and to nonlinear incremental analysis. This paper considers the computational implementation of both reduced stiffness and reduced energy approaches to the buckling of shell structures by means of perturbation techniques and penalty parameter methods. The structural configurations of interest in this work are cylindrical shells with or with...
In this thesis, a finite element based perturbation approach is presented for geometrically nonlinea...
The worst geometric imperfection is a mathematical concept which should deliver in theory a lower bo...
The worst geometric imperfection is a mathematical concept which should deliver in theory a lower bo...
Thin-walled structures are capable of carrying loads very efficiently. However, they are prone to bu...
Thin-walled structures are capable of carrying loads very efficiently. However, they are prone to bu...
In this paper a finite element implementation of reduction method for dynamic buckling analysis of i...
International audienceThis paper is concerned with stability behaviour and imperfection sensitivity ...
International audienceThis paper is concerned with stability behaviour and imperfection sensitivity ...
International audienceThis paper is concerned with stability behaviour and imperfection sensitivity ...
Nonlinear finite-element analysis provides a powerful tool for assessing the buckling strength of sh...
In this paper a finite element formulation of a reduction method for dynamic buckling analysis of im...
In this paper a finite element formulation of a reduction method for dynamic buckling analysis of im...
The important role of geometric imperfections on the decrease of the buckling load for thin-walled c...
Thesis (Ph.D.)--Massachusetts Institute of Technology, Dept. of Mechanical Engineering, 1984.MICROFI...
Currently, imperfection sensitive shell structures prone to buckling are designed acco...
In this thesis, a finite element based perturbation approach is presented for geometrically nonlinea...
The worst geometric imperfection is a mathematical concept which should deliver in theory a lower bo...
The worst geometric imperfection is a mathematical concept which should deliver in theory a lower bo...
Thin-walled structures are capable of carrying loads very efficiently. However, they are prone to bu...
Thin-walled structures are capable of carrying loads very efficiently. However, they are prone to bu...
In this paper a finite element implementation of reduction method for dynamic buckling analysis of i...
International audienceThis paper is concerned with stability behaviour and imperfection sensitivity ...
International audienceThis paper is concerned with stability behaviour and imperfection sensitivity ...
International audienceThis paper is concerned with stability behaviour and imperfection sensitivity ...
Nonlinear finite-element analysis provides a powerful tool for assessing the buckling strength of sh...
In this paper a finite element formulation of a reduction method for dynamic buckling analysis of im...
In this paper a finite element formulation of a reduction method for dynamic buckling analysis of im...
The important role of geometric imperfections on the decrease of the buckling load for thin-walled c...
Thesis (Ph.D.)--Massachusetts Institute of Technology, Dept. of Mechanical Engineering, 1984.MICROFI...
Currently, imperfection sensitive shell structures prone to buckling are designed acco...
In this thesis, a finite element based perturbation approach is presented for geometrically nonlinea...
The worst geometric imperfection is a mathematical concept which should deliver in theory a lower bo...
The worst geometric imperfection is a mathematical concept which should deliver in theory a lower bo...