In the present paper the variant of computational methods of stability and initial post-buckling behavior of isotropic shells was generalized with respect to laminated composite shells. Using methods of the asymptotic analysis of the Timoshenko–Mindlin theory, the relationships for calculation of shells with the small geometrical imperfections of the different shapes have been produced. On the basis of obtained equations, the technique of calculation of a non-linear pre-buckling state, limiting loads and bifurcation, and also initial post-buckling behavior of laminated cylindrical shells at an axial compression and external pressure have been worked out. The results of calculation for the shells made of glass fiber-reinforced plastic and ca...
The results of an experimental and analytical study of the effects of initial imperfections on the b...
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...
This paper deals with the buckling and post-buckling behaviour of carbon fibre reinforced plastic cy...
This paper deals with the buckling and post-buckling behaviour of carbon fibre reinforced plastic cy...
This paper deals with the buckling and post-buckling behaviour of carbon fibre reinforced plastic cy...
The results of an experimental and numerical study of the effects of imperfections on the buckling r...
AbstractThe stability pattern of shells is governed by a set of nonlinear partial differential equat...
This paper presents an analytical formulation for buckling and post-buckling prediction of composite...
This paper presents an analytical formulation for buckling and post-buckling prediction of composite...
This paper presents an analytical formulation for buckling and post-buckling prediction of composite...
This paper presents an analytical formulation for buckling and post-buckling prediction of composite...
[[abstract]]The dynamic stability of an imperfect fiber reinforced composite cylindrical shells unde...
A deep investigation upon stability of laminated-composite cylindrical shells under axial compressio...
The purpose of this work is to present some numerical results on nonlinear, snap-through buckling of...
The results of an experimental and analytical study of the effects of initial imperfections on the b...
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...
This paper deals with the buckling and post-buckling behaviour of carbon fibre reinforced plastic cy...
This paper deals with the buckling and post-buckling behaviour of carbon fibre reinforced plastic cy...
This paper deals with the buckling and post-buckling behaviour of carbon fibre reinforced plastic cy...
The results of an experimental and numerical study of the effects of imperfections on the buckling r...
AbstractThe stability pattern of shells is governed by a set of nonlinear partial differential equat...
This paper presents an analytical formulation for buckling and post-buckling prediction of composite...
This paper presents an analytical formulation for buckling and post-buckling prediction of composite...
This paper presents an analytical formulation for buckling and post-buckling prediction of composite...
This paper presents an analytical formulation for buckling and post-buckling prediction of composite...
[[abstract]]The dynamic stability of an imperfect fiber reinforced composite cylindrical shells unde...
A deep investigation upon stability of laminated-composite cylindrical shells under axial compressio...
The purpose of this work is to present some numerical results on nonlinear, snap-through buckling of...
The results of an experimental and analytical study of the effects of initial imperfections on the b...
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...