Measurement of in-plane permeability of anisotropic fiber reinforcements

1996 ◽  
Vol 17 (1) ◽  
pp. 43-51 ◽  
Author(s):  
B. Rikard Gebart ◽  
Peder Lidström
Keyword(s):  
Fiber Reinforcements ◽  
Anisotropic Fiber

Scalable preparation of multiscale carbon nanotube/glass fiber reinforcements and their application in polymer composites

2014 ◽  
Vol 15 (6) ◽  
pp. 1242-1250 ◽  
Author(s):  
Ke Peng ◽  
Yan-Jun Wan ◽  
Dong-You Ren ◽  
Qing-Wen Zeng ◽  
Long-Cheng Tang
Keyword(s):  
Carbon Nanotube ◽  
Glass Fiber ◽  
Polymer Composites ◽  
Fiber Reinforcements

Optimal Design of Anisotropic (Fiber-Reinforced) Flywheels

1977 ◽  
Vol 11 (4) ◽  
pp. 395-404 ◽  
Author(s):  
Richard M. Christensen ◽  
Edward M. Wu
Keyword(s):  
Optimal Design ◽  
Fiber Reinforced ◽  
Anisotropic Fiber

Wear Mechanism of Unidirectionally Oriented Fiber-Reinforced Plastics

1977 ◽  
Vol 99 (4) ◽  
pp. 401-407 ◽  
Author(s):  
T. Tsukizoe ◽  
N. Ohmae
Keyword(s):  
Mechanical Properties ◽  
Carbon Fibers ◽  
Wear Behavior ◽  
High Modulus ◽  
Fiber Reinforced ◽  
Reinforced Plastics ◽  
Sliding Direction ◽  
Oriented Fiber ◽  
Fiber Reinforcements ◽  
Fiber Reinforced Plastics

Wear between unidirectionally oriented fiber-reinforced-plastics and mild steel has been investigated. The wear behavior was found to be greatly influenced by the sliding direction, the mechanical properties of fiber-reinforced-plastics and by the tribological properties of fiber-reinforcements or matrices. A summarization of wear-resistance of seven different kinds of fiber-reinforced-plastics signified that the epoxy resin reinforced with high-modulus carbon fibers was the best wear-resistant fiber-reinforced-plastics.

Experimental Investigation on Bending Behavior of Textile Reinforced Concrete (TRC) Plates at High Temperatures

2021 ◽  
Vol 28 (3) ◽  
pp. 88-102
Author(s):  
Assim Arif ◽  
Saad Raoof
Keyword(s):  
Reinforced Concrete ◽  
Carbon Fiber ◽  
High Temperatures ◽  
Ultimate Tensile Stress ◽  
Textile Fiber ◽  
Structural Elements ◽  
Textile Reinforced Concrete ◽  
Cementitious Matrix ◽  
Fiber Reinforcements ◽  
Bending Behavior

Textile Reinforced Concrete (TRC) can be used as independent structural elements due to its high loading capacity and proper to product light weight and thin walled structural elements. In this study, the bending behavior of TRC plates that reinforced with dry carbon fiber textile and exposed to high temperatures was experimentally studied under 4-points bending loading. The examined parameters were; (a) number of textile fiber reinforcements layers 1, 2 and 3 layers; (b) level of high temperatures 20°C, 200°C, 300°C, and 400°C. Firstly, the mechanical properties of the cementitious matrix and the tensile properties of TRC coupons at each predefined temperature were evaluated. The results showed that the ultimate tensile stress of the TRC coupons did not affect up to 200°C, however, a significant reduction observed at 300°C and 400°C by 19% and 24% respectively. Regarding the compressive strength and flexural strength of the cementitious matrix, the degradation was not severe until 200°C, while it became critical at 400 °C (23% and 22% respectively). The result of the bending of TRC plates showed that doubling and tripling textile fiber reinforcements layers improved the flexural loading. In general, increasing the level of temperatures resulted in decrease in the flexural capacity of TRC plates. The highest decrease recorded for the specimen reinforced with 1-layer of carbon fiber textile subjected to 400 °C and was 33%.

Liquid Permeability of an Anisotropic Fiber Web

2005 ◽  
Vol 75 (4) ◽  
pp. 304-311 ◽  
Author(s):  
Johan M. Håkanson ◽  
Staffan Toll ◽  
T. Staffan Lundström
Keyword(s):  
Liquid Permeability ◽  
Anisotropic Fiber
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