scholarly journals Development of Laser Drilling Strategy for Thick Carbon Fibre Reinforced Polymer Composites (CFRP)

Polymers ◽  
2020 ◽  
Vol 12 (11) ◽  
pp. 2674
Author(s):  
Sharizal Ahmad Sobri ◽  
Robert Heinemann ◽  
David Whitehead

Composites from carbon fibre reinforced polymers (CFRPs) play a significant role in modern manufacturing. They are typically used in aerospace and other industries that require high strength-to-weight ratios. Composite machining, however, remains a challenging job and sometimes is hampered by poor efficiency. Despite considerable research being conducted over the past few years on the machining of composite materials, the material nevertheless suffers from delamination, fibre loss, and imperfect finishing of the fuselage. Laser technology is becoming increasingly popular as an alternative approach to cutting and drilling composites. Experiments have been conducted with a CFRP thickness of 25.4 mm using fibre laser to test the effect of the machining parameters on the primary performance measurements. In this study, different machining criteria are used to assess the fibre laser ability of thick CFRP composites for drilling operation. The experimental findings revealed that a fibre laser is capable of penetrating a thick CFRP to a depth of 22 mm by using a novel drilling procedure.

Polymers ◽  
2021 ◽  
Vol 13 (13) ◽  
pp. 2136
Author(s):  
Sharizal Ahmad Sobri ◽  
Robert Heinemann ◽  
David Whitehead

Carbon fibre reinforced polymer composites (CFRPs) can be costly to manufacture, but they are typically used anywhere a high strength-to-weight ratio and a high steadiness (rigidity) are needed in many industrial applications, particularly in aerospace. Drilling composites with a laser tends to be a feasible method since one of the composite phases is often in the form of a polymer, and polymers in general have a very high absorption coefficient for infrared radiation. The feasibility of sequential laser–mechanical drilling for a thick CFRP is discussed in this article. A 1 kW fibre laser was chosen as a pre-drilling instrument (or initial stage), and mechanical drilling was the final step. The sequential drilling method dropped the overall thrust and torque by an average of 61%, which greatly increased the productivity and reduced the mechanical stress on the cutting tool while also increasing the lifespan of the bit. The sequential drilling (i.e., laser 8 mm and mechanical 8 mm) for both drill bits (i.e., 2- and 3-flute uncoated tungsten carbide) and the laser pre-drilling techniques has demonstrated the highest delamination factor (SFDSR) ratios. A new laser–mechanical sequence drilling technique is thus established, assessed, and tested when thick CFRP composites are drilled.


2021 ◽  
Vol 50 (9) ◽  
pp. 2727-2741
Author(s):  
Sharizal Ahmad Sobri ◽  
Robert Heinemann ◽  
David Whitehead ◽  
Norshah Afizi Shuaib ◽  
Mohd Faisal Abdul Hamid ◽  
...  

Carbon fibre reinforced polymer composites (CFRP) is one of the common materials used in machining by various manufacturing industries. The most persistent challenges during the machining, both concerning the consistency of machined surfaces and the properties of the material, are the difficulties such as fibre pull-out, delamination, and decomposition of the material matrix. This preliminary research highlights the laser machining of thick CFRP using a fibre laser of more than 1 kW. Laser machining experiments have been conducted to examine the ability of the fibre laser machine to cut thick CFRP through their high-quality laser beams. Based on the results, the study showed how the heat affected zone can be reduced when the higher cooling period is used. The effects of modulated beam mode include substantial reductions in HAZ compared with other experimental results. In all experimental attempts, substantial damage has occurred. The results are important in assessing the relationship between laser machining parameters and cutting results.


2021 ◽  
Vol 2021 (24) ◽  
pp. 84-96
Author(s):  
Iryna Rudnieva ◽  
◽  
Oleksandr Molodid ◽  
Sergey Bogdan ◽  
◽  
...  

Introduction. Reinforcement methods, which are mainly used in domestic practice to strengthen metal structures, based on adding an additional section to metal elements by bolting or welding them. These methods, of course, are reliable and effective, but they cannot always be applied when it is necessary to preserve not only the building as a whole, but also its original internal and external appearance. Moreover, metal elements increase the stress on the structure and the building as a whole and are susceptible to corrosion and fatigue. There are often cases when it is difficult to fix a reinforcement element to the main structure, both from a technological and constructive point of view. In these situations, it becomes necessary to reinforce metal structures with high-strength materials with low weight and high manufacturability. Among the various strategies for reinforcing structures, bonding of high-strength composite carbon materials (FRP — Fiber-reinforced polymer) is becoming more and more popular in the world, especially for reinforced concrete structures, although application to metal structures is also quite common in Europe. But it should be noted that in Ukraine, unfortunately, this material is not yet widely used to strengthen metal structures. Problem Statement. The restoration of metal structures becomes necessary every time there are design, manufacturing or construction errors. Strengthening is also necessary in cases of long-term operation of buildings without timely maintenance and major repairs, insufficient strength of structural materials, as well as changes in weather conditions and current regulatory documents in Ukraine. So there is a need to strengthen metal structures with the most effective methods, both from the point of view of the reliability of building structures and from the point of view of profitability, which is influenced by the long shutdown of enterprises and the halt of the production process to carry out reconstruction work. Purpose. Investigate a modern method of reinforcing metal structures using high-strength carbon fibre-reinforced polymer (CFRP) materials in order to increase the bending capacity of a metal structural element, in particular, to check the reliability of adhesion of a metal beam to a reinforcing layer of TM «Mapei» composite material, which is glued using epoxy-based glue. Methods of research. Experimental testing of metal I-beams reinforced with external reinforcement by gluing high-strength carbon-based material (CFRP) TM «Mapei» by means of a static concentrated load in the middle of the beam span. Results. By analyzing the results of the experimental test, data were obtained indicating that after the inclusion of the carbon fibre-reinforced polymer in the operation, the percentage decrease in vertical deflection at a load of 75 kN was 39.5 %, and the value of the prmissible load, taking into account the stiffness condition (checking of building structures the established conditions of limiting deflections), increased by 11.8 %. When testing the phenomena of delamination of the composite from the base was not detected. Conclusions. Reinforcement of steel beams with a carbon fibre-reinforced polymer material led to a decrease in element deformations and, as a consequence, to the possibility of increasing the bearing capacity. An experimental test confirms the theoretical calculations to maximize the bearing capacity of a metal beam using the fibre-reinforced polymer material. A significant effect from the reinforcement of metal structures with composite materials can be achieved when strengthening the building structures of large-span buildings and structures, when reinforcing by traditional methods, they require complex design solutions, high labor costs, stopping the production process to perform reinforcement work, when the weight of the reinforcing structure is often significant.


1999 ◽  
Vol 26 (3) ◽  
pp. 324-344 ◽  
Author(s):  
Ezzeldin Y Sayed-Ahmed ◽  
Shelley L Lissel ◽  
Gamil Tadros ◽  
Nigel G Shrive

The use of post-tensioned masonry can lead to economic and elegant structures. A major problem associated with post-tensioning is the corrosion of the steel tendons, especially for unbonded tendons. If carbon fibre reinforced polymer (CFRP) tendons could be used to replace the traditional steel tendons, the corrosion problem would be overcome. However, a number of issues need to be resolved before CFRP tendons can be used comfortably in post-tensioning applications. The first part of this paper deals with a diaphragm wall post-tensioned using CFRP tendons. The post-tensioning procedures are described and the prestress losses occurring in the past 12 months are presented. Results from thermal, flexure, and racking shear tests performed on the wall are reported. The second part of the paper deals with the development of design procedures and equations based on both the test results and the database currently available. The equations presented are specifically for CFRP unbonded post-tensioned masonry diaphragm walls but with appropriate modification could be applied to the design of any CFRP post-tensioned masonry wall. A design example is included.Key words: anchorage system, carbon fibre reinforced polymers, diaphragm walls, flexural strength, masonry walls, prestress losses, prestressed masonry, post-tensioning, shear strength, thermal loads.


2012 ◽  
Vol 54 (11-12) ◽  
pp. 756-761 ◽  
Author(s):  
Maik Gude ◽  
Werner Hufenbach ◽  
Ilja Koch ◽  
Roman Koschichow

2016 ◽  
Vol 53 (3) ◽  
pp. 125-143
Author(s):  
S. González ◽  
M. González ◽  
J. Dominguez ◽  
F. Lasagni

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