The definitive list of Extension-Shearing coupled composite laminates with up to 21 plies is derived. The listings comprise of individual stacking sequences of entirely non-symmetric laminates, are characterized in terms of angle- and cross-ply sub-sequence relationships as well as the blend-ratio of unbalanced angle-plies. Dimensionless parameters, including lamination parameters, are provided, from which the extensional and bending stiffness terms are readily calculated. Because this new class of coupled non-symmetric laminate possesses in-plane coupling behaviour only it can also be manufactured flat under a standard elevated temperature curing process. Such laminates can be configured to produce bending-twisting coupling in wing-box typ...
This article investigates the compression and shear buckling performance of finite length Bending-Tw...
Balanced and symmetric laminates are pervasive in design practice for the simple reason that thermal...
Purpose – The purpose of this paper is to investigate the buckling strength of simply supported plat...
The definitive list of stacking sequences is presented for Bending-Twisting coupled (ASB0DF) laminat...
This article presents details of the development of a special class of laminate, possessing Extensio...
The definitive list of extension-shearing and bending-twisting coupled composite laminates, with up ...
Anti-symmetric angle-ply laminates are widely believed to uniquely possess Extension-Twisting (toget...
New design concepts are demonstrated for twenty-four classes of laminate, which have been derived as...
Stacking sequence configurations for hygro-thermally curvature-stable (HTCS) laminates have recently...
Extension-Bending coupling behaviour is believed to arise uniquely in anti-symmetric Cross-ply lamin...
Stacking sequence listings are presented for fully orthotropic angle-ply laminates, with up to 21 p...
An experimental validation study is presented for three classes of coupled laminate with matching Ex...
An experimental validation study is presented for three classes of coupled laminate with matching Ex...
ABSTRACT: A laminate design method for elastic properties of symmetric laminates with extension-shea...
This article describes the development of closed form polynomial equations for compression and shear...
This article investigates the compression and shear buckling performance of finite length Bending-Tw...
Balanced and symmetric laminates are pervasive in design practice for the simple reason that thermal...
Purpose – The purpose of this paper is to investigate the buckling strength of simply supported plat...
The definitive list of stacking sequences is presented for Bending-Twisting coupled (ASB0DF) laminat...
This article presents details of the development of a special class of laminate, possessing Extensio...
The definitive list of extension-shearing and bending-twisting coupled composite laminates, with up ...
Anti-symmetric angle-ply laminates are widely believed to uniquely possess Extension-Twisting (toget...
New design concepts are demonstrated for twenty-four classes of laminate, which have been derived as...
Stacking sequence configurations for hygro-thermally curvature-stable (HTCS) laminates have recently...
Extension-Bending coupling behaviour is believed to arise uniquely in anti-symmetric Cross-ply lamin...
Stacking sequence listings are presented for fully orthotropic angle-ply laminates, with up to 21 p...
An experimental validation study is presented for three classes of coupled laminate with matching Ex...
An experimental validation study is presented for three classes of coupled laminate with matching Ex...
ABSTRACT: A laminate design method for elastic properties of symmetric laminates with extension-shea...
This article describes the development of closed form polynomial equations for compression and shear...
This article investigates the compression and shear buckling performance of finite length Bending-Tw...
Balanced and symmetric laminates are pervasive in design practice for the simple reason that thermal...
Purpose – The purpose of this paper is to investigate the buckling strength of simply supported plat...