Viscous-flow properties of acetone solutions of vinylidene fluoride ? tetrafluoroethylene copolymer

1983 ◽  
Vol 14 (3) ◽  
pp. 210-211
Author(s):  
B. S. Vesaite ◽  
A. Girlyavichyus ◽  
A. I. Logvinov ◽  
L. Ya. Madorskaya ◽  
A. V. Bezprozvannykh ◽  
...  
2016 ◽  
Vol 124 ◽  
pp. 631-638 ◽  
Author(s):  
Peilong Li ◽  
Zhan Ding ◽  
Li xia Ma ◽  
Zhen gang Feng

AIAA Journal ◽  
1965 ◽  
Vol 3 (3) ◽  
pp. 572-573
Author(s):  
R. A. PETER ◽  
M. D. HIGH ◽  
E. F. BLICK
Keyword(s):  

2015 ◽  
Vol 7 (2) ◽  
pp. 1517-1554
Author(s):  
R. Gardner ◽  
S. Piazolo ◽  
N. Daczko

Abstract. The flow properties of middle to lower crustal rocks are commonly represented by viscous flow. However, examples of pinch and swell structures found in a mid-crustal high strain zone at St. Anne Point (Fiordland, New Zealand) suggest pinch and swell structures are initiated by brittle failure of the more competent layer in conjunction with material softening. On this basis we develop a flexible numerical model using brittle-viscous flow where Mohr–Coulomb failure is utilised to initiate pinch and swell structure development. Results show that pinch and swell structures develop in a competent layer in both Newtonian and non-Newtonian flow provided the competent layer has enough viscosity contrast and initially fails brittlely. The degree of material softening after initial failure is shown to impact pinch and swell characteristics with high rates of material softening causing the formation of thick necks between swells by limiting the successful localisation of strain. The flow regime and yielding characteristics of the matrix do not impact pinch and swell structure formation itself, so long as the matrix is less competent. To aid analysis of the structures and help derive the flow properties of rocks in the field, we define three stages of pinch and swell development and offer suggestions for measurements to be made in the field. Our study suggests that Mohr–Coulomb behaviour combined with viscous flow is an appropriate way to represent the heterogeneous rocks of the middle to lower crust. This type of mid-crustal rheological behaviour has significant influence on the localization of strain at all scales. For example, inclusion of Mohr–Coulomb brittle failure with viscous flow in just some mid-crustal layers within a crustal scale model will result in strain localisation throughout the whole crustal section allowing the development of through-going high strain structures from the upper crust into the middle and lower crust. This localization then has a significant effect on developing near-surface structures.


Solid Earth ◽  
2015 ◽  
Vol 6 (3) ◽  
pp. 1045-1061 ◽  
Author(s):  
R. L. Gardner ◽  
S. Piazolo ◽  
N. R. Daczko

Abstract. The flow properties of middle crustal rocks are commonly represented by viscous flow. Examples of pinch and swell structures found in a high strain zone at St. Anne Point (Fiordland, New Zealand) and Wongwibinda (N.S.W., Australia) suggest pinch and swell structures may be initiated by brittle failure of the more competent layer in conjunction with subsequent material softening. On this basis we develop a numerical model where Mohr–Coulomb constitutive strain localising behaviour is utilised to initiate pinch and swell structure development. Results show that pinch and swell structures develop in a competent layer in both Newtonian and non-Newtonian flow, provided the competent layer has sufficient viscosity contrast and can localise strain to form shear bands. The flow regime and strain localising characteristics of the surrounding country rock appear not to impact pinch and swell structure formation. The degree of material softening after the initial strain localising behaviour is shown to impact pinch and swell characteristics, while extensive material softening causes the formation of thick necks between swells by limiting the focused localisation of strain into shear bands. To aid analysis of the structures and help derive the flow properties of rocks in the field, we define three stages of pinch and swell development and offer suggestions for measurements to be made in the field. Our study suggests that Mohr–Coulomb strain localising behaviour combined with viscous flow is a viable alternative representation of the heterogeneous rheological behaviour of rocks seen in the middle crust. This type of mid-crustal rheological behaviour can have significant influence on the localisation of strain at all scales. For example, inclusion of Mohr–Coulomb strain localising behaviour with viscous flow in just some mid-crustal layers within a crustal-scale model can result in significant strain localisation, extending from the upper crust into the middle crust. This localisation also influences the development of near-surface structures.


1973 ◽  
Vol 46 (5) ◽  
pp. 1188-1192 ◽  
Author(s):  
G. S. Kongarov ◽  
G. M. Bartenev

Abstract The viscosity of binary systems of incompatible polymers is lower than that of the individual rubbers. In the case of compatible polymers, the viscosity of the systems changes additively with its composition or may increase somewhat. The degree of compatibility of the polymers affects the size of the entrance effect and the character of its dependence on strain rate.


2005 ◽  
Vol 237 (1-2) ◽  
pp. 117-122 ◽  
Author(s):  
Cristina Fuentes-Audén ◽  
Francisco Martínez-Boza ◽  
Francisco J. Navarro ◽  
Pedro Partal ◽  
Críspulo Gallegos

Icarus ◽  
2010 ◽  
Vol 206 (1) ◽  
pp. 182-188 ◽  
Author(s):  
H. Pérez-de-Tejada ◽  
M. Reyes-Ruiz ◽  
H. Durand-Manterola

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