Balanced and Symmetric Quasi-Isotropic Laminates - Electronic annex to an article on Compression and Shear Buckling Performance of Finite Length Plates with Bending-Twisting Coupling: This electronic annex provides an extract from the laminate database described below, for quasi-isotropic designs only, in which all designs share a single point, or coordinate (0,0), in the lamination parameter design space for extensional stiffness. Quasi-isotropic designs are often used for benchmarking purposes due to the simplification of the in-plane properties, but this simplification should never be assumed to extend to bending stiffness properties. For the symmetric stacking sequences considered in the associated article, quasi-isotropic properti...
Anti-symmetric angle-ply laminates are widely believed to uniquely possess Extension-Twisting (toget...
This article discusses improved laminate performance relating to both in-plane properties (e.g. firs...
Purpose – The purpose of this paper is to investigate the buckling strength of simply supported plat...
Balanced and Symmetric Quasi-Isotropic Laminates - Electronic annex to an article on Compression and...
Stacking sequence listings are presented for bend-twist coupled laminates (ASB0DF), with up to 21 pl...
The definitive list of stacking sequences is presented for Bending-Twisting coupled (ASB0DF) laminat...
The definitive list of extension-shearing and bending-twisting coupled composite laminates, with up ...
Stacking-sequence listings are presented in abridged form for fully orthotropic angle-ply laminates ...
This article investigates the compression and shear buckling performance of finite length Bending-Tw...
This article describes the development of closed form polynomial equations for compression and shear...
Stacking sequence listings are presented for fully orthotropic angle-ply laminates, with up to 21 p...
This article investigates the effect of design heuristics, including ply percentages and ply contigu...
ABSTRACT: A laminate design method for elastic properties of symmetric laminates with extension-shea...
Laminate stacking sequence configurations with quasi-homogeneous properties are derived, whereby in-...
Extension-Bending coupling behaviour is believed to arise uniquely in anti-symmetric Cross-ply lamin...
Anti-symmetric angle-ply laminates are widely believed to uniquely possess Extension-Twisting (toget...
This article discusses improved laminate performance relating to both in-plane properties (e.g. firs...
Purpose – The purpose of this paper is to investigate the buckling strength of simply supported plat...
Balanced and Symmetric Quasi-Isotropic Laminates - Electronic annex to an article on Compression and...
Stacking sequence listings are presented for bend-twist coupled laminates (ASB0DF), with up to 21 pl...
The definitive list of stacking sequences is presented for Bending-Twisting coupled (ASB0DF) laminat...
The definitive list of extension-shearing and bending-twisting coupled composite laminates, with up ...
Stacking-sequence listings are presented in abridged form for fully orthotropic angle-ply laminates ...
This article investigates the compression and shear buckling performance of finite length Bending-Tw...
This article describes the development of closed form polynomial equations for compression and shear...
Stacking sequence listings are presented for fully orthotropic angle-ply laminates, with up to 21 p...
This article investigates the effect of design heuristics, including ply percentages and ply contigu...
ABSTRACT: A laminate design method for elastic properties of symmetric laminates with extension-shea...
Laminate stacking sequence configurations with quasi-homogeneous properties are derived, whereby in-...
Extension-Bending coupling behaviour is believed to arise uniquely in anti-symmetric Cross-ply lamin...
Anti-symmetric angle-ply laminates are widely believed to uniquely possess Extension-Twisting (toget...
This article discusses improved laminate performance relating to both in-plane properties (e.g. firs...
Purpose – The purpose of this paper is to investigate the buckling strength of simply supported plat...