Multiaxial linear viscoelastic behavior of a soda–lime–silica glass based on a generalized Maxwell model

1997 ◽  
Vol 41 (5) ◽  
pp. 1021-1038 ◽  
Author(s):  
L Duffrène ◽  
R. Gy ◽  
H. Burlet ◽  
R. Piques
Keyword(s):  
Silica Glass ◽  
Viscoelastic Behavior ◽  
Maxwell Model ◽  
Soda Lime ◽  
Generalized Maxwell Model ◽  
Linear Viscoelastic Behavior ◽  
Linear Viscoelastic ◽  
Soda Lime Silica Glass

Generalized Maxwell model for the viscoelastic behavior of a soda-lime-silica glass under low frequency shear loading

1997 ◽  
Vol 36 (2) ◽  
pp. 173-186
Author(s):  
Lucas Duffrène *, † , Ren&#x ◽  
Hélène Burlet ◽  
Roland Piques ◽  
Annelise Faivre ◽  
Anas Sekkat ◽  
...  
Keyword(s):  
Silica Glass ◽  
Low Frequency ◽  
Viscoelastic Behavior ◽  
Maxwell Model ◽  
Soda Lime ◽  
Shear Loading ◽  
Generalized Maxwell Model ◽  
Soda Lime Silica Glass

Generalized Maxwell model for the viscoelastic behavior of a soda-lime-silica glass under low frequency shear loading

1997 ◽  
Vol 36 (2) ◽  
pp. 173-186 ◽  
Author(s):  
Lucas Duffr�ne ◽  
Ren� Gy ◽  
H�l�ne Burlet ◽  
Roland Piques ◽  
Annelise Faivre ◽  
...  
Keyword(s):  
Silica Glass ◽  
Low Frequency ◽  
Viscoelastic Behavior ◽  
Maxwell Model ◽  
Soda Lime ◽  
Shear Loading ◽  
Generalized Maxwell Model ◽  
Soda Lime Silica Glass

Temperature Dependence of the High-Frequency Viscoelastic Behavior of a Soda-Lime-Silica Glass

2005 ◽  
Vol 81 (5) ◽  
pp. 1278-1284 ◽  
Author(s):  
Lucas Duffrène ◽  
René Gy ◽  
John E. Masnik ◽  
John Kieffer ◽  
Jay D. Bass
Keyword(s):  
Temperature Dependence ◽  
Silica Glass ◽  
High Frequency ◽  
Viscoelastic Behavior ◽  
Soda Lime ◽  
Soda Lime Silica Glass

scholarly journals Comparison of Pavement Layers Responses with Considering Different Models for Asphalt Concrete Viscoelastic Properties

2013 ◽  
Vol 21 (2) ◽  
pp. 15-20 ◽  
Author(s):  
Mehdi Koohmishi
Keyword(s):  
Asphalt Concrete ◽  
Structural Model ◽  
Viscoelastic Model ◽  
Viscoelastic Behavior ◽  
Maxwell Model ◽  
Elastic Behavior ◽  
Linear Elastic ◽  
Concrete Layer ◽  
Linear Viscoelastic Behavior ◽  
Linear Viscoelastic

Abstract In this paper, a comparison between pavement responses is performed by considering two different models for the linear viscoelastic behavior of an asphalt concrete layer. Two models, the Maxwell model and the Kelvin-Voigt model, are generalized. The former is used in ABAQUS and the latter in KENLAYER. As a preliminary step, an appropriate structural model for a flexible pavement structure is developed in ABAQUS by considering linear elastic behavior for all the layers. According to this model, when the depth of a structural model is equal to 6 meters, there is a good agreement between the ABAQUS and KENLAYER results. In this model, the thickness of the pavement is equal to 30 centimeters, and the thickness of the subgrade is equal to 5.7 meters. Then, the viscoelastic behavior is considered for the asphalt concrete layer, and the results from KENLAYER and ABAQUS are compared with each other. The results indicate that the type of viscoelastic model applied to an asphalt concrete layer has a significant effect on the prediction of pavement responses and, logically, the predicted performance of a pavement.

Viscoelastic behavior of a soda-lime-silica glass in the 293–833 K range by micro-indentation

2006 ◽  
Vol 21 (3) ◽  
pp. 632-638 ◽  
Author(s):  
Haixia Shang ◽  
Tanguy Rouxel ◽  
Marc Buckley ◽  
Cedric Bernard
Keyword(s):  
Silica Glass ◽  
Window Glass ◽  
Permanent Deformation ◽  
Viscoelastic Behavior ◽  
Sharp Decrease ◽  
Relaxation Modulus ◽  
Soda Lime ◽  
Constant Load ◽  
Flow Process ◽  
Soda Lime Silica Glass

The viscoelastic behavior of a soda-lime silica glass (a standard window glass) was investigated by means of Vickers indentation from room temperature to 833 K. Hardness values decrease gradually from 293 to 673 K and drop rapidly above 673 K. The flow kinetics of the glass at high temperature was analyzed in the light of atomic force microscopy observations. It was observed that densification significantly contributes to the permanent deformation at low temperatures, whereas volume conservative flow played a more and more important role as temperature was increased. Master curves of the relaxation modulus and the creep compliance were obtained from constant-rate and constant-load indentation experiments, respectively. A major finding was that the viscous flow process is nonlinear, with a sharp decrease of the apparent viscosity as the mean contact pressure increases.

Modeling of the Linear Viscoelastic Behavior of Partially Hydrogenated Polymer-Modified Asphalts

2007 ◽  
Vol 80 (2) ◽  
pp. 340-364 ◽  
Author(s):  
M. A. Vargas ◽  
R. Herrera ◽  
O. Manero
Keyword(s):  
Relaxation Times ◽  
Viscoelastic Behavior ◽  
Maxwell Model ◽  
Low Frequencies ◽  
Emulsion Model ◽  
Wide Range ◽  
Linear Viscoelastic Behavior ◽  
Linear Viscoelastic ◽  
Polymer Modified Asphalt ◽  
Styrene Butadiene

Abstract The modeling of the linear viscoelastic behavior of asphalt modified with 8 wt % of partially hydrogenated poly (styrene-butadiene-styrene) triblock copolymers is analyzed. Time-temperature superposition renders master curves in a wide range of frequencies and temperatures, from which a logarithmic distribution of relaxation times is obtained using the multimode Maxwell model. In addition, the linear viscoelastic data is analyzed with an emulsion model and agreement is only found at high frequencies, where the contribution from interfacial tension is negligible. Enhanced polymer-asphalt interactions at low frequencies evidenced by a decreasing limiting slope of the storage modulus in the terminal region are not predicted by the emulsion model, and relative agreement is found considering two viscoelastic phases. The Cole-Cole representation and the fractional Maxwell model predict the viscosity of asphalt in the complex plane, but strong asymmetry in the semicircular arcs is found in the polymer-modified asphalt blends. The Havriliak-Negami model accounts for asymmetric arcs and represents the data better in specific ranges of frequency.

Viscoelastic behavior of a soda-lime-silica glass: inadequacy of the KWW function

1997 ◽  
Vol 215 (2-3) ◽  
pp. 208-217 ◽  
Author(s):  
L. Duffrène ◽  
R. Gy ◽  
H. Burlet ◽  
R. Piques
Keyword(s):  
Silica Glass ◽  
Viscoelastic Behavior ◽  
Soda Lime ◽  
Soda Lime Silica Glass

Enhanced Reactivity and Primary Liquid-Phase Forming in Mechanochemically Activated Soda–Lime–Silica Glass Batches

2020 ◽  
Vol 8 (48) ◽  
pp. 17740-17751
Author(s):  
Perla P. Rodríguez-Salazar ◽  
Gregorio Vargas ◽  
Saúl R. Ruíz-Ontiveros ◽  
Oswaldo Burciaga-Díaz ◽  
Sagrario M. Montemayor ◽  
...  
Keyword(s):  
Liquid Phase ◽  
Silica Glass ◽  
Soda Lime ◽  
Soda Lime Silica Glass

Surface-Energy Determinations of Tin Oxide-Coated Soda-Lime-Silica Glass

1988 ◽  
Vol 71 (4) ◽  
pp. C-217-C-219 ◽  
Author(s):  
Gary L. Smay
Keyword(s):  
Surface Energy ◽  
Tin Oxide ◽  
Silica Glass ◽  
Soda Lime ◽  
Soda Lime Silica Glass

Time‐Temperature Dependence of Linear Viscoelastic Behavior

1952 ◽  
Vol 23 (8) ◽  
pp. 838-843 ◽  
Author(s):  
F. Schwarzl ◽  
A. J. Staverman
Keyword(s):  
Temperature Dependence ◽  
Viscoelastic Behavior ◽  
Linear Viscoelastic Behavior ◽  
Linear Viscoelastic
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