Contact Surfaces Preparation in Manufacturing of Bimetallic Strips CuZn10 Brass - C22E Steel - CuZn10 Brass

2021 ◽  
Vol 410 ◽  
pp. 463-468
Author(s):  
Alexander V. Shaparev

Contact surfaces preparation before cold cladding is one of the most important technological operations. A joint plastic components deformation of the of bimetal 1 according to OST 3-6648-91 and bimetal 3 according to OST 3-6649-91 CuZn10 brass - C22E steel - CuZn10 brass (according to EN standard) should be performed with the strongest possible compression to obtain the required layers connection strength, ensuring strip winding into a roll without delamination. We investigated influence of some factors on the bond strength of bimetal layers: surface hardening of contact surfaces, presence of an underlayer on a steel base, contact surfaces micro geometry, components heating temperature in the deformation zone, diffusion annealing after cladding and a bimetal layers thicknesses ratio effect. Cold cladding technological recommendations have been developed for manufacturing of bimetal 1 according to OST 3-6648-91 and bimetal 3 according to OST 3-6649-91 (CuZn10 brass - C22E steel - CuZn10 brass).

2018 ◽  
Vol 284 ◽  
pp. 319-325 ◽  
Author(s):  
A.V. Shaparev ◽  
I.A. Savin

Joint plastic deformation of the components of bimetal 1 according to OST 3-6648-91 brass L90-steel 18JUA-brass L90 should be produced with the greatest possible compression to obtain the necessary strength of the joining of the layers, ensuring the strip looking into a roll without stratification. Preparation of contact surfaces before cold cladding is one of the most important technological operations. The influence of such factors on the strength of the bonding of bimetal layers as the surface hardening of contact surfaces, the microgeometry of contact surfaces, the temperature of diffusion annealing after cladding, the influence of the ratio of the thicknesses of bimetal layers was investigated. Technological recommendations for the production of bimetal 1 on OST 3-6648-91 brass L90-steel 18JUA-brass L90 by the method of cold cladding are developed.


2016 ◽  
Vol 10 (1) ◽  
pp. 571-577 ◽  
Author(s):  
Xiong Yuanliang ◽  
Wang Kunrong ◽  
Liu Zhiyong ◽  
Yang Zhengguang

The pullout tests were carried out to investigate the effect of coating thickness on bond behavior (failure modes, bond strength, bond stress slip curves) between hot rolled plain steel bar (HPB) coated with polymer cement based coating and concrete. The results indicated the failure mode of the specimens is pullout. Suitable coating thickness could enhance the bond strength of steel bar embedded with concrete. By using contact surfaces with cohesive behavior in finite element software, the slip between coated plain steel bar and concrete can be realized. The results of numerical simulation are close to that of experiments, indicating that the model using contact surfaces with cohesive behavior can reasonably predict the results of pullout tests of HPB in concrete.


2018 ◽  
pp. 5-10
Author(s):  
I. Yanishen ◽  
P. Zapara ◽  
О. Fedotova

Background. The risk of negative influence of unsuccessful selection of dental materials reveals the urgent need to use modern approaches in professional activity in order to provide the necessary quality of structures and their clinical and functional properties. The purpose of the study is to improve the quality of orthopedic treatment of patients with removable structures with an obturating part with two-layer bases due to the scientific substantiation of the selection of both soft substrates and acrylic plastics. Materials and methods. A comparative assessment of the connection strength was carried out jointly with the employees of the central factory laboratory of JSC "Stoma" (Kharkiv, Ukraine) in accordance with the requirements of the international standard ISO-10139. Research results. A comparative analysis of the study of the adhesion of A-silicon substrate materials to removable denture constructs made of acrylic plastics by various laboratory technologies included the results of a laboratory study of one of the most important physico-mechanical properties - bond strength. Investigation of bond strength (U, kgf / cm2) of material for soft substrates "PM-S" and acrylic polymer "Stomalite" found that its index is (5.3 ± 0.2) kgf / cm2 (Table. 1) and conforms to the regulatory requirements of ISO-10139. However, it was found that the index of the bond strength of the "PM-S" with the plastic "Pallopress" is equal to (5.5 ± 0.3) kgf / cm2, which is significantly (p <0,05) higher than the contact the material is "Villacryl H Plus" - (5.1 ± 0.2) kgf / cm2. The strength of the connection between the "PM-S extra" and the acrylic basis made from "Stomalite" is (6.9 ± 0.2) kgf / cm2, which exceeds the indicative index by 72.5% and is significantly (p <0 , 05) greater than in the combination of "PM-S" extra with "Pallopress" (6.8 ± 0.1) kgf / cm2 and "Villacryl H Plus" (6.7 ± 0.2) kgf / cm2. Polyvinyl siloxane material "PM-SN" is connected with acrylic plastic "Stomalite" with a strength of (9.3 ± 0.2) kgf / cm2. This indicator significantly (2.3 times) exceeds the indicative value (≥4.0 kgf / cm2) according to ISO-10139, which meets the quality requirements, and reliably (p <0.01) exceeds the results of research on the connection strength between "PM-CH" and "Pallopress" and "PM-SN" and "Villacryl H Plus", which are (9.0 ± 0.1) kgf / cm2 and (8.9 ± 0.2) kgf / cm2, respectively, and also meet the ISO requirements for this indicator. The study of the bond strength between the "Ufi Gel P" substrate and the "Stomalit" acrylic base plastics showed one of the best results throughout the study (9.1 ± 0.2) kgf / cm2, yet it is still inferior to the leading position of the "PM-CH"-"Stomalit" by 2.2%. However, in the "Ufi Gel P" bonding comparison group with other plastics, the result of the "Ufi Gel P" - "Stomalit" system was significantly (p <0,05) better than the "Ufi Gel P" - "Pallopress system" - (8.9 ± 0.3) kgf / cm2, which in turn inferior to the complex "Ufi Gel P" - "Villacryl H Plus" (8.8 ± 0.1) kgf / cm2. All of these systems comply with ISO-10139. The strength of the connection between materials "Silagum" and "Stomalite" is (5.9 ± 0.2) kgf / cm2, which corresponds to the normative requirements of ISO-10139 according to this indicator, but reliably (p <0.05) is slightly inferior to the system "Silagum" - "Pallopress" with a value of (6.0 ± 0.3) kgf / cm2, but 2.5% ahead of the connection "Silagum" and "Villacryl H Plus"- (5.8 ± 0.3) kgf / cm2 (p <0.05). Conclusions. A generalized analysis of the results showed that all the studied systems meet the regulatory requirements of ISO-10139. However, the highest step in determining the compliance with the connection strength is the system of domestic materials "PM-SN" - "Stomalite". Prospects for further research are obvious and work in this aspect can be considered not only necessary, but necessary, as conducting studies of compliance of materials will undoubtedly significantly help the dentist's orthopedist to determine the choice of structural material in the manufacture of two-layer dentures.


2020 ◽  
Vol 299 ◽  
pp. 902-907
Author(s):  
Alexey Yu. Rodichev ◽  
Elena N. Gryadynova ◽  
Andrey V. Gorin

The article presents the results of the influence of the kinematic and geometric parameters of the thermos-sprayer location on the adhesion strength of the anti-friction coating. A mathematical apparatus for calculating the inertia forces acting on an anti-friction coating particle is proposed. The results of a number of experimental studies confirming the convergence of theoretical positions are presented. As a result, dependencies have been revealed that make it possible to predict the bond strength of the anti-friction coating with the steel base during gas-flame spraying.


1969 ◽  
Vol 11 (10) ◽  
pp. 751-754 ◽  
Author(s):  
V. V. Ovsyankin ◽  
A. V. Ryabchenkov ◽  
Yu. A. Zot'ev

Metals ◽  
2021 ◽  
Vol 11 (4) ◽  
pp. 660
Author(s):  
Stefan P. Meyer ◽  
Maren T. Herold ◽  
Jan B. Habedank ◽  
Michael F. Zaeh

Friction press joining (FPJ) is an innovative joining process for bonding plastic components and metal sheets without additives in an overlap configuration. This paper focuses on the resulting bond strength. Tensile tests showed that the direct bonds produced by FPJ have either an equivalent or a higher bond strength compared to adhesive bonds. For the material combination of HD-PE and EN AW-6082-T6, an equivalent bond strength was achieved. In contrast, for the material combinations PA6-GF30 with EN AW-6082-T6 and PPS-CF with EN AW-2024-T3, higher tensile shear strengths were achieved via the FPJ technology. In addition to the technical considerations, this paper presents an evaluation of the technological maturity of FPJ. It was found that the basics of the technology are already well developed, and prototypes for showing the applicability have already been manufactured. The last part of this paper deals with the classification of FPJ into the standard for manufacturing processes, according to DIN 8593. The authors suggest a categorization into Activation bonding (item 4.8.1.3). These investigations show the high technical potential of FPJ for joining plastic components with metals.


Author(s):  
Shubham N. Dadgal ◽  
Shrikant Solanke

In modern days for structures in coastal areas it has been observed that the premature structural failures are occurs due to corrosion of the reinforcements of the designed structural member. The corrosion causes the structural damage which in turn leads to reduction in the bearing capacity of the concerned structural members. The aim of this study was to study the effect of partial replacement of fly ash to minimize the corrosion effect. Beams were designed and corroded by using artificial method known accelerated corrosion method. The beams were then tested for flexural and bond strength. Also the weight loss of the reinforced bars was been determined using electrical resistivity method. The fly ash will replace by 10% and 15%.The strength will calculate at varying percentage of corrosion at 10% and 15%. Beams will cast at M25 grade concrete. The flexural strength will test by using UTM and the bond strength will calculate using pullout test.


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