This paper proposes a concise concept for quantifying the shear/torsional stiffness of the laminated glass beams experimentally by introducing the Equivalent-Sectional Shear Modulus (ESSM), that is directly measured from the torque and sectional-rotation correlation with the torsion test and tailor-made photogrammetry technique. The advantage of this method is originated from the concept of measuring the overall rotation to torque response of a laminated glass beam altogether rather than the component individually. This eliminates the uncertainties of analytical approximations that are commonly adopted by most existing methods in which the composite shear/torsion stiffness is derived from its component mechanical properties. The photogramme...
This paper deals with experimental research of stability behaviour of laminated structural glass bea...
To use laminated glass as a structural building material, a better understanding of its mechanical p...
Due to the large increase of structural glass applications, the lateral torsional buckling behavior ...
This paper proposes a concise concept for quantifying the shear/torsional stiffness of the laminated...
This paper proposes a concise concept for quantifying the shear/torsional stiffness of the laminated...
This thesis presents an experimental study on the torsional-mechanical behaviours of laminated struc...
Polymeric interlayers used in laminated glass show viscoelastic material behaviour. Therefore, the p...
The photogrammetric approach was proposed in this study to evaluate torsional behaviour of glulam ti...
The shear modulus of timber and timber-based composite materials is a fundamental me-chanical proper...
Due to their increasing use in contemporary architecture, the lateral torsional buckling performance...
The current production technology of laminated glass (LG) elements makes the use of stubby sections ...
The shear modulus of a timber beam can be determined using torsion test or shear field test method. ...
Laminated glass is comprised of multiple glass plates coupled together in a sandwich construction th...
The orthotropic shear moduli were determined for three different reconstituted wood materials. Shear...
This paper deals with experimental research of stability behaviour of laminated structural glass bea...
To use laminated glass as a structural building material, a better understanding of its mechanical p...
Due to the large increase of structural glass applications, the lateral torsional buckling behavior ...
This paper proposes a concise concept for quantifying the shear/torsional stiffness of the laminated...
This paper proposes a concise concept for quantifying the shear/torsional stiffness of the laminated...
This thesis presents an experimental study on the torsional-mechanical behaviours of laminated struc...
Polymeric interlayers used in laminated glass show viscoelastic material behaviour. Therefore, the p...
The photogrammetric approach was proposed in this study to evaluate torsional behaviour of glulam ti...
The shear modulus of timber and timber-based composite materials is a fundamental me-chanical proper...
Due to their increasing use in contemporary architecture, the lateral torsional buckling performance...
The current production technology of laminated glass (LG) elements makes the use of stubby sections ...
The shear modulus of a timber beam can be determined using torsion test or shear field test method. ...
Laminated glass is comprised of multiple glass plates coupled together in a sandwich construction th...
The orthotropic shear moduli were determined for three different reconstituted wood materials. Shear...
This paper deals with experimental research of stability behaviour of laminated structural glass bea...
To use laminated glass as a structural building material, a better understanding of its mechanical p...
Due to the large increase of structural glass applications, the lateral torsional buckling behavior ...