Failure analysis of carbon fiber reinforced polymer multilayer composites during machining process

2017 ◽  
pp. 51-80
Author(s):  
Sofiane Zenia ◽  
Mohammed Nouari
2019 ◽  
Vol 109 (06) ◽  
pp. 407-412
Author(s):  
T. Götz ◽  
A. Gebhardt ◽  
P. Esch ◽  
M. Schneider ◽  
C. Vogel ◽  
...  

Die spanende Endbearbeitung von CFK-Bauteilen erfordert den Einsatz abgestimmter Spanntechnik. Das vorgestellte Forschungsvorhaben thematisiert die Untersuchung und Entwicklung additiv gefertigter hochintegrativer Spannmittel für die spanende Bearbeitung von kohlenstofffaserverstärkten Bauteilen und die Ableitung entsprechender Gestaltungsrichtlinien. Anhand der Gestaltungsrichtlinien wird ein Demonstrator gefertigt und weiterer Handlungsbedarf aufgezeigt.   The machining process of CFRP (carbon fiber reinforced polymer) components requires the use of suitable clamping technology. The presented research project is set to tap opportunities for developing additive manufactured clamping systems for the machining of CFRP components and the derivation of corresponding design guidelines. Based on these guidelines, a demonstrator clamping system is manufactured and further action requirements are outlined.


2019 ◽  
Vol 1 (12) ◽  
Author(s):  
Ayesha Siddika ◽  
Krishno Saha ◽  
Md. Sumodro Mahmud ◽  
Sumon Chandra Roy ◽  
Md. Abdullah Al Mamun ◽  
...  

PCI Journal ◽  
2014 ◽  
Vol 59 (1) ◽  
pp. 103-113 ◽  
Author(s):  
Clayton A. Burningham ◽  
Chris P. Pantelides ◽  
Lawrence D. Reaveley

2019 ◽  
Vol 7 (1) ◽  
pp. 30-34
Author(s):  
A. Ajwad ◽  
U. Ilyas ◽  
N. Khadim ◽  
Abdullah ◽  
M.U. Rashid ◽  
...  

Carbon fiber reinforced polymer (CFRP) strips are widely used all over the globe as a repair and strengthening material for concrete elements. This paper looks at comparison of numerous methods to rehabilitate concrete beams with the use of CFRP sheet strips. This research work consists of 4 under-reinforced, properly cured RCC beams under two point loading test. One beam was loaded till failure, which was considered the control beam for comparison. Other 3 beams were load till the appearance of initial crack, which normally occurred at third-quarters of failure load and then repaired with different ratios and design of CFRP sheet strips. Afterwards, the repaired beams were loaded again till failure and the results were compared with control beam. Deflections and ultimate load were noted for all concrete beams. It was found out the use of CFRP sheet strips did increase the maximum load bearing capacity of cracked beams, although their behavior was more brittle as compared with control beam.


2020 ◽  
Vol 57 (4) ◽  
pp. 241-253
Author(s):  
Zhiqiang Han ◽  
Jung-kyu Choi ◽  
Inhyuck Hwang ◽  
Jinyoung Kim ◽  
Daekyun Oh

Author(s):  
E. A. Nikolaeva ◽  
A. N. Timofeev ◽  
K. V. Mikhaylovskiy

This article describes the results of the development of a high thermal conductivity carbon fiber reinforced polymer based on carbon fiber from pitch and an ENPB matrix modified with a carbon powder of high thermal conductivity. Data of the technological scheme of production and the results of determining the physicomechanical and thermophysical characteristics of carbon fiber reinforced polymer are presented. 


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