scholarly journals Sonotrodes for Ultrasonic Welding of Titanium/CFRP-Joints—Materials Selection and Design

2021 ◽  
Vol 5 (2) ◽  
pp. 61
Author(s):  
Moritz Liesegang ◽  
Yuan Yu ◽  
Tilmann Beck ◽  
Frank Balle

Ultrasonic welding of titanium alloy Ti6Al4V to carbon fibre reinforced polymer (CFRP) at 20 kHz frequency requires suitable welding tools, so called sonotrodes. The basic function of ultrasonic welding sonotrodes is to oscillate with displacement amplitudes typically up to 50 µm at frequencies close to the eigenfrequency of the oscillation unit. Material properties, the geometry of the sonotrode, and the sonotrode tip topography together determine the longevity of the sonotrode. Durable sonotrodes for ultrasonic welding of high-strength joining partners, e.g., titanium alloys, have not been investigated so far. In this paper, finite element simulations were used to establish a suitable design assuring the oscillation of a longitudinal eigenmode at the operation frequency of the welding machine and to calculate local mechanical stresses. The primary aim of this work is to design a sonotrode that can be used to join high-strength materials such as Ti6Al4V by ultrasonic welding considering the longevity of the welding tools and high-strength joints. Material, sonotrode geometry, and sonotrode tip topography were designed and investigated experimentally to identify the most promising sonotrode design for continuous ultrasonic welding of Ti6AlV4 and CFRP. Eigenfrequency and modal shape were measured in order to examine the reliability of the calculations and to compare the performance of all investigated sonotrodes.

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 ◽  
pp. 002199832110203
Author(s):  
Bartosz Piątek ◽  
Tomasz Siwowski ◽  
Jerzy Michałowski ◽  
Stanisław Błażewicz

The prestressed unidirectional carbon fibre reinforced polymer (CFRP) strips are currently often used for flexural strengthening of concrete structures. To ensure reliable strengthening, strips have to be anchored at their ends to the surface. However, anchoring of unidirectional CFRP strips is difficult because of their weak transversal mechanical properties. Although several CFRP strip anchorage approaches have been developed to date, only very few were applied on-site. The paper presents the development of hybrid bonded/bolted anchorages of CFRP strips used in a novel prestressing system. The anchorages are made of thin steel plates, clamped with the high-strength friction grip (HSFG) bolts and epoxy adhesive, to fix the CFRP strips. The paper describes the results of full-scale tests carried out on a series of axial tensile specimens. The developed anchorage has an ultimate tensile strength of about 200 kN, i.e. 70% of the ultra-high CFRP strips’ strength, which is sufficient for strengthening purposes. After a series of tests in the laboratory, the anchorages have been implemented on-site and an example is presented in the paper.


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.


2019 ◽  
Author(s):  
Kristian Gjerrestad Andersen ◽  
Gbanaibolou Jombo ◽  
Sikiru Oluwarotimi Ismail ◽  
Segun Adeyemi ◽  
Rajini N ◽  
...  

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