Corrosive effect of carbon-fibre reinforced plastic on stainless-steel screws during implantation into man

1983 ◽  
Vol 7 (1) ◽  
pp. 24-26 ◽  
Author(s):  
Keith Tayton
Keyword(s):  
Stainless Steel ◽  
Carbon Fibre ◽  
Reinforced Plastic ◽  
Corrosive Effect ◽  
Carbon Fibre Reinforced Plastic ◽  
Stainless Steel Screws

scholarly journals Weld-bonded stainless steel to carbon fibre-reinforced plastic joints

2018 ◽  
Vol 251 ◽  
pp. 241-250 ◽  
Author(s):  
Adam M. Joesbury ◽  
Paul A. Colegrove ◽  
Patrick Van Rymenant ◽  
David S. Ayre ◽  
Supriyo Ganguly ◽  
...  
Keyword(s):  
Stainless Steel ◽  
Carbon Fibre ◽  
Reinforced Plastic ◽  
Carbon Fibre Reinforced Plastic

Experimental on Impact Mechanical Behavior of the Carbon Fibre Reinforced Plastic-Reinforced Stainless Steel Reinforced Concrete Piers

2020 ◽  
Vol 12 (5) ◽  
pp. 769-777 ◽  
Author(s):  
Guoxue Zhang ◽  
Yingfeng Wang ◽  
Shixiang Xu ◽  
Juan Lu ◽  
Yangyang Zhou
Keyword(s):  
Stainless Steel ◽  
Reinforced Concrete ◽  
Carbon Fibre ◽  
Residual Deformation ◽  
Test System ◽  
Peak Displacement ◽  
Steel Reinforced Concrete ◽  
Reinforced Plastic ◽  
Carbon Fibre Reinforced Plastic ◽  
The Impact

To study the impact resistance of the stainless steel reinforced concrete after reinforced with CFRP (Carbon Fibre Reinforced Plastic), the multifunction ultra-high heavy drop hammer test system was adopted to conduct multiple horizontal impact test research on three stainless steel reinforced concrete piers before and after they are reinforced. The test results showed that with equal impact energy, the maximum impact force of the stainless steel reinforced concrete piers was larger than that of the stainless steel reinforced concrete piers that were reinforced with CFRP, while after the concrete piers were reinforced, the peak displacement of the piers was obviously smaller than that before they were reinforced and the residual deformation also became smaller, which improved the flexural rigidity of the section. And the local anti-damage capacity can be improved so as to lengthen the life of structures by reinforcing the stainless steel reinforced concrete pier with carbon fiber.

Impact and Damage Localisation of Carbon-Fibre-Reinforced Plastic Plates

PAMM ◽  
2011 ◽  
Vol 11 (1) ◽  
pp. 639-640 ◽  
Author(s):  
Andy Ungethuem ◽  
Rolf Lammering
Keyword(s):  
Carbon Fibre ◽  
Reinforced Plastic ◽  
Carbon Fibre Reinforced Plastic

scholarly journals Nanoscopic origin of cracks in carbon fibre-reinforced plastic composites

2019 ◽  
Vol 9 (1) ◽  
Author(s):  
Masao Kimura ◽  
Toshiki Watanabe ◽  
Yasuo Takeichi ◽  
Yasuihiro Niwa
Keyword(s):  
Crack Initiation ◽  
Carbon Fibre ◽  
Crack Formation ◽  
Three Dimensional ◽  
Structural Materials ◽  
Interface Debonding ◽  
Reinforced Plastic ◽  
Safety Margins ◽  
Cfrp Composite ◽  
Carbon Fibre Reinforced Plastic

AbstractVoids and cracks can fatally degrade structural materials such as metals and ceramics but are tolerated in carbon fibre-reinforced plastic (CFRP) composites if monitored to prevent their growth to a critical size. Thus, the use of CFRPs as aeronautical structural materials requires an understanding of microscopic crack formation. However, this crack-formation mechanism remains unclear because experimental difficulties have hindered studies of relevant phenomena that occur before crack formation. Herein, we report high-resolution (~50 nm) and non-destructive three-dimensional observations of crack initiation and propagation under applied stress. This evaluation reveals that voids and cracks do not simply result from local stresses but instead occur largely through two competing nanoscale mechanisms, namely, fibre/plastic interface debonding and in-plastic crack initiation. Therefore, nanoscopic insights into these heterogeneities are essential for controlling crack initiation and determining reasonable safety margins for CFRP composite use.

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