Polyamide fibre ropes. Double braid construction

2015 ◽  
Keyword(s):  
Polyamide Fibre

Polyamide fibre ropes. Double braid construction

2004 ◽  
Keyword(s):  
Polyamide Fibre

Polyamide fibre ropes. Double braid construction

2010 ◽  
Keyword(s):  
Polyamide Fibre

Local systems of water recycling and effluent reutilization in polyamide fibre production

1980 ◽  
Vol 11 (6) ◽  
pp. 517-519
Author(s):  
N. F. Ivanova ◽  
G. V. Zhukova ◽  
N. N. Fedotova
Keyword(s):  
Fibre Production ◽  
Polyamide Fibre ◽  
Water Recycling ◽  
Local Systems

Dimethylacetamide extraction from the aqueous liquors used in polyamide fibre production

1980 ◽  
Vol 12 (3) ◽  
pp. 159-162
Author(s):  
O. A. Lavrova ◽  
A. R. Lemzyakova ◽  
O. S. Karchmarchik ◽  
L. G. Shirokova
Keyword(s):  
Fibre Production ◽  
Polyamide Fibre

Cross-sectional shape as a factor in the properties of polyamide fibre

1979 ◽  
Vol 10 (3) ◽  
pp. 276-278
Author(s):  
M. N. Beltsin ◽  
L. F. Gudkova
Keyword(s):  
Polyamide Fibre ◽  
Cross Sectional ◽  
Sectional Shape

Determination of chloride-containing components in technological media and in finished polyamide fibre

1982 ◽  
Vol 14 (6) ◽  
pp. 429-431
Author(s):  
Z. G. Blagodatskaya ◽  
G. N. Nosolyuk ◽  
V. B. Glazunov ◽  
V. A. Pribytkov ◽  
A. K. Dibrova
Keyword(s):  
Polyamide Fibre

Mechanical Behaviour of Cement Concrete using Fibres

2018 ◽  
Vol 6 (04) ◽  
Author(s):  
Gaurav Vats ◽  
Preeti Kuhar ◽  
Sanjeev Kumar
Keyword(s):  
Glass Fibre ◽  
Steel Fibre ◽  
Weight Fraction ◽  
Single Fibre ◽  
Polyamide Fibre ◽  
Mix Design ◽  
Modern Time ◽  
Cement Concrete ◽  
Fibre Glass ◽  
Concrete Matrix

Concrete is the most used material for the construction in the modern time of infrastructures. Concrete is strong in compression but it is weak in tension and shear. To minimise those problems, fibres were introduced in concrete to enhance its tensile strength and shear strength. In my present investigation, the mechanical properties of fibres reinforced concrete are studied by using steel fibre, glass fibre and polyamide fibre with a different weight fraction of fibres with respect to cement. The mix design of M25 concrete with W/C ratio of 0.42 is prepared and total thirteen mixes included one control mix was prepared and tested in the laboratory. The total quantity of fibres mixed in the concrete are in order of 0%, 0.75%, 1.5%, and 2.25% by weight of cement and one mix contains 0.33% of glass fibre, 0.33% of steel fibre and 0.33% of polyamide. The study shows that the mixed fibres provide better properties in controlling cracks and high strengths than single fibre and concrete without fibre. On increasing the percentage of fibres beyond 1.5%, the strength of the concrete matrix decrease due to mat form of fibres or non-uniform distribution of fibres and also decrease due to non-cohesiveness of the concrete particle to each other.

Microstructural and mechanical behaviour of polyamide fibre-reinforced plaster composites

2002 ◽  
Vol 22 (13) ◽  
pp. 2269-2275 ◽  
Author(s):  
S. Eve ◽  
M. Gomina ◽  
A. Gmouh ◽  
A. Samdi ◽  
R. Moussa ◽  
...  
Keyword(s):  
Mechanical Behaviour ◽  
Polyamide Fibre

Deformation characteristics of the polyamide fibre Vidlon

1977 ◽  
Vol 9 (1) ◽  
pp. 43-45
Author(s):  
V. Ivanova ◽  
G. Boyadzhiiski ◽  
I. Mladenov ◽  
Kh. Mandev
Keyword(s):  
Polyamide Fibre ◽  
Deformation Characteristics

The dyeing of the polyamide fibre meron

1971 ◽  
Vol 2 (4) ◽  
pp. 406-407
Author(s):  
A. E. Kolyaskina ◽  
A. I. Trifonova
Keyword(s):  
Polyamide Fibre
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