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Wyszukujesz frazę "overlap" wg kryterium: Temat


Wyświetlanie 1-4 z 4
Tytuł:
Microstructural Aspects of Twin-Spot Laser Welding of Dp-Hsla Steel Sheet Joints
Autorzy:
Stano, S.
Grajcar, A.
Wilk, Z.
Różański, M.
Matter, P.
Morawiec, M.
Powiązania:
https://bibliotekanauki.pl/articles/352264.pdf
Data publikacji:
2016
Wydawca:
Polska Akademia Nauk. Czytelnia Czasopism PAN
Tematy:
DP steel
HSLA steel
weldability
overlap joint
twin-spot welding
Opis:
The article presents the possibility of using twin-spot laser welding (i.e. laser welding with focusing a laser beam on two spots) for making overlap joints made of 0.8-1 mm thick HSLA and DP type high strength steel sheets. Joints were made using a Yb:YAG disc laser having a maximum power of 12 kW and a welding head by means of which it was possible to focus a laser beam on two spots, 0.6 mm and 1 mm away. The angle between focuses amounted to 0° or 90°, whereas the power distribution was 50%-50%. With settings as presented above it was possible to obtain high-quality overlap joints. The geometrical parameters of the joints were primarily affected by beams positions (in relation to each other) and, to a lesser degree, by the distance between the focuses. It was possible to obtain a 10% hardness reduction in the fusion zone of the DPHSLA steel joints if the angle between the beams amounted to 90°. The tests also involved microstructural examinations of individual zones of the joints.
Źródło:
Archives of Metallurgy and Materials; 2016, 61, 2A; 731-740
1733-3490
Pojawia się w:
Archives of Metallurgy and Materials
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Design of hollow section overlap joints with the reinforcing rib plate. Welded connection resistance
Autorzy:
Bródka, J.
Broniewicz, M.
Powiązania:
https://bibliotekanauki.pl/articles/230408.pdf
Data publikacji:
2015
Wydawca:
Polska Akademia Nauk. Czytelnia Czasopism PAN
Tematy:
konstrukcja stalowa
kształtownik zamknięty
połączenie nakładkowe
połączenie wzmocnione
odporność spoiny
steel structures
hollow section
overlap joint
reinforced joint
weld resistance
Opis:
In calculating the resistance of welds within the connections between hollow sections in EN 1993-1-8, very general information is given without presenting specific calculations. The chief recommendations indicate that the resistance of the welds connecting the wall to the second element should not be less than the resistance of the cross section of the wall. In addition, assessment of the welds’ resistance based on the effective lengths is viable in cases when forces in the braces are smaller than the resistance of the joint, though the detailed method was not specified. The objective of this paper is to present the most up-to-date information about the design of overlap welded joints with a reinforcing rib plate.
Źródło:
Archives of Civil Engineering; 2015, 61, 1; 17-44
1230-2945
Pojawia się w:
Archives of Civil Engineering
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Design of hollow section overlap joints with reinforcing rib plate. Joint resistance
Autorzy:
Bródka, J.
Powiązania:
https://bibliotekanauki.pl/articles/230435.pdf
Data publikacji:
2015
Wydawca:
Polska Akademia Nauk. Czytelnia Czasopism PAN
Tematy:
konstrukcja stalowa
kształtownik zamknięty
żebro wzmacniające
odporność
ocena
połączenie nakładkowe
steel structure
hollow section
reinforcing rib
resistance
assessment
overlap joint
Opis:
These joints are used when the designer and contractor anticipate difficulties during the construction of overlap joints. They were not included in the PN EN 1993-1-8 in full scale. Resistance assessment of such joints is presented in accordance with standard rules. The results were compared with the experimental studies carried out at the “Mostostal” Centre; while the former research activities and the legitimacy of the proposed method of assessing the resistance of these joints was confirmed. This is an example of an overlap joint calculation.
Źródło:
Archives of Civil Engineering; 2015, 61, 1; 3-16
1230-2945
Pojawia się w:
Archives of Civil Engineering
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Effect of Adhesive Joint End Shapes on the Ultimate Load-Bearing Capacity of Carbon Fibre-Reinforced Polymer/Steel Bonded Joints
Autorzy:
Kowal, Maciej
Powiązania:
https://bibliotekanauki.pl/articles/2023327.pdf
Data publikacji:
2021
Wydawca:
Stowarzyszenie Inżynierów i Techników Mechaników Polskich
Tematy:
steel
carbon fibre reinforced polymer
overlap joint
bond end shape
load capacity
composite
adhesive joint
stal
polimer wzmocniony włóknem węglowym
połączenie zakładkowe
kształt końca wiązania
nośność
kompozyt
połączenie klejowe
Opis:
This paper reports the experimental results of a study investigating the effect of adhesive joint end shapes on the load-bearing capacity of carbon fibre-reinforce polymer (CFRP) and steel bonded joints. In the study, samples with new proprietary types of CFRP strip ends were examined. All samples were subjected to tensile quasi-static loading with a load rate of 1.5 mm/min. A total of 60 samples with CFRP/steel single overlap joints were tested to determine their ultimate load-bearing capacity, effective bond length and failure modes for the above variables. 8 joint end shapes of normal CFRP modulus with three lengths of CFRP overlap and one CFRP cross section (20 x 1.4 mm) were used in this study. Laboratory test results showed that joint end shape has visible effect on the load capacity of the CFRP/steel bonded joints. The load-bearing capacity of the samples with a regular joint end was up to 28 % lower than that of the samples with a plan-shaped end and 30 % lower than that of the samples with a chamfered end with adhesive outflow. The differences in the results decreased with increase in joint end length towards the effective end length.
Źródło:
Advances in Science and Technology. Research Journal; 2021, 15, 4; 299-310
2299-8624
Pojawia się w:
Advances in Science and Technology. Research Journal
Dostawca treści:
Biblioteka Nauki
Artykuł
    Wyświetlanie 1-4 z 4

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