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Wyświetlanie 1-6 z 6
Tytuł:
Examination and Detecting Discontinuities in the Austenite Inconel 625 Layer Used on the Sheet Pile Walls of the Boiler’s Evaporator to Utilize Waste Thermally
Wymagania jakościowe stawiane powłoce austenitycznej Inconel 625 stosowanej na ścianach szczelnych parownika kotła do termicznej utylizacji odpadów
Autorzy:
Słania, J.
Krawczyk, R.
Wójcik, S.
Powiązania:
https://bibliotekanauki.pl/articles/351569.pdf
Data publikacji:
2015
Wydawca:
Polska Akademia Nauk. Czytelnia Czasopism PAN
Tematy:
surfacing by welding
surfacing layer
incinerator
wykrywanie pęknięć powierzchniowych
warstwa napawania
spalarnia odpadów
Opis:
There are practical aspects of a quality control of the Inconel 625 surfacing weld in terms of undergone examinations and detected defects in chapter three of the article. Visual inspections, examinations of the thickness of the surfacing weld, examinations of an iron content on the surface of the surfacing weld and detecting surface cracks are described. A process of undergone practical examinations is presented.
W rozdziale trzecim przedstawiono praktyczne aspekty kontroli jakościowej napoiny Inconel 625 w ujęciu wykonywanych badań i wykrywanych niezgodności. Omówiono badania wizualne, badania grubości napoiny, badania zawartości żelaza na powierzchni napoiny oraz wykrywanie pęknięć powierzchniowych. Zaprezentowano przebieg praktycznie wykonywanych badań.
Źródło:
Archives of Metallurgy and Materials; 2015, 60, 3A; 1703-1709
1733-3490
Pojawia się w:
Archives of Metallurgy and Materials
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
A study on microbial self-healing concrete using expanded perlite
Autorzy:
Amjad, Usama Bin
Siddique, Muhammad Shahid
Shahid, Taha
Ahmed, Iftikhar
Alogla, Saleh M.
Ahmad, Jawad
Powiązania:
https://bibliotekanauki.pl/articles/27311428.pdf
Data publikacji:
2023
Wydawca:
Polska Akademia Nauk. Czasopisma i Monografie PAN
Tematy:
concrete
self-healing
bacteria
expanded perlite
crack detection
beton
bakteria
wykrywanie pęknięć
samonaprawialność
perlit ekspandowany
Opis:
The increasing concern for the safety and sustainability of structures is calling for the development of smart self-healing materials and preventive repair methods. This research is carried out to investigate the extent of self-healing in normal-strength concrete by using Sporosarcina aquimarina – NCCP-2716 immobilized in expanded perlite (EP) as the carrier. The efficacy of crack-healing was also tested using two alternative self-healing techniques, i.e. expanded perlite (EP) concrete and direct introduction of bacteria in concrete. A bacterial solution was embedded in EP and calcium lactate pentahydrate was added as the nutrient. Experiments revealed that specimens containing EP-immobilized bacteria had the most effective crack-healing. After 28 days of healing, the values of completely healed crack widths were up to 0.78 mm, which is higher than the 0.5 mm value for specimens with the direct addition of bacteria. The specimen showed a significant self-healing phenomenon caused by substantial calcite precipitation by bacteria. The induced cracks were observed to be repaired autonomously by the calcite produced by the bacteria without any adverse effect on strength. The results of this research could provide a scientific foundation for the use of expanded perlite as a novel microbe carrier and Sporosarcina aquimarina as a potential microbe in bacteria-based self-healing concrete.
Źródło:
Bulletin of the Polish Academy of Sciences. Technical Sciences; 2023, 71, 5; art. no. e146475
0239-7528
Pojawia się w:
Bulletin of the Polish Academy of Sciences. Technical Sciences
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Crack detection by the topological gradient method
Autorzy:
Amstutz, S.
Horchani, I.
Masmoudi, M.
Powiązania:
https://bibliotekanauki.pl/articles/970147.pdf
Data publikacji:
2005
Wydawca:
Polska Akademia Nauk. Instytut Badań Systemowych PAN
Tematy:
wykrywanie pęknięć
wrażliwość topologiczna
gradient topologiczny
równanie Poissona
crack detection
topological sensitivity
topological gradient
Poisson equation
Opis:
The topological sensitivity analysis consists in studying the behavior of a shape functional when modifying the topology of the domain. In general, the perturbation under consideration is the creation of a small hole. In this paper, the topological asymptotic expansion is obtained for the Laplace equation with respect to the insertion of a short crack inside a plane domain. This result is illustrated by some numerical experiments in the context of crack detection.
Źródło:
Control and Cybernetics; 2005, 34, 1; 81-101
0324-8569
Pojawia się w:
Control and Cybernetics
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Fatigue crack detection using diffused lamb wave field – damage index vs. crack length estimation
Autorzy:
Staszewski, Wiesław Jerzy
Powiązania:
https://bibliotekanauki.pl/articles/128115.pdf
Data publikacji:
2019
Wydawca:
Politechnika Poznańska. Instytut Mechaniki Stosowanej
Tematy:
fatigue crack detection
Lamb waves
crack length estimation
wykrywanie pęknięć zmęczeniowych
fale Lamba
szacowanie długości pęknięcia
Opis:
Fatigue crack detection is one of the major problems in maintenance of engineering structures. Ultrasonic guided waves are used for fatigue crack detection in metallic plate components. The application involves Lamb wave propagation and the analysis of the diffused wave field. The cross-correlation function is used to obtain a damage index that reveals the initiation of fatigue crack. The major focus of the paper is on crack length estimation. The results demonstrate that crack length estimation based on Lamb wave propagation is challenging but not impossible.
Źródło:
Vibrations in Physical Systems; 2019, 30, 2; 1-6
0860-6897
Pojawia się w:
Vibrations in Physical Systems
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Coda wave interferometry for monitoring the fracture process of concrete beams under bending test
Autorzy:
Knak, Magdalena
Wojtczak, Erwin
Rucka, Magdalena
Powiązania:
https://bibliotekanauki.pl/articles/27311414.pdf
Data publikacji:
2023
Wydawca:
Polska Akademia Nauk. Czasopisma i Monografie PAN
Tematy:
non-destructive testing
concrete beams
crack detection
fracture process
ultrasonic waves
coda wave interferometry
digital image correlation
badania nieniszczące
wykrywanie pęknięć
proces pękania
fale ultradźwiękowe
interferometria fal koda
cyfrowa korelacja obrazów
belka betonowa
Opis:
Early detection of damage is necessary for the safe and reliable use of civil engineering structures made of concrete. Recently, the identification of micro-cracks in concrete has become an area of growing interest, especially when it comes to using wave-based techniques. In this paper, a non-destructive testing approach for the characterization of the fracture process was presented. Experimental tests were performed on concrete beams subjected to mechanical degradation in a 3-point bending test. Ultrasonic waves were registered on a specimen surface by piezoelectric transducers located at several points. Then, the signals were processed taking advantage of wave scattering due to micro-crack disturbances. For early-stage damage detection, coda wave interferometry was used. The novelty of the work concerns the application of the complex decorrelation matrix and the moving reference trace approach for better distinguishment of sensors located in different parts of a crack zone. To enhance coda wave-based damage identification results, optical imaging of crack development was performed by means of digital image correlation measurement. The results obtained showed that the coda wave interferometry technique can be successfully used as a quantitative measure of changes in the structure of concrete. The results also indicated that the course of decorrelation coefficient curves enabled the identification of three stages during degradation, and it depended on the location of acquisition points versus the crack zone.
Źródło:
Bulletin of the Polish Academy of Sciences. Technical Sciences; 2023, 71, 3; art. no. e144118
0239-7528
Pojawia się w:
Bulletin of the Polish Academy of Sciences. Technical Sciences
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Residual life estimation of structural beam using experimental and numerical modal analysis methods
Autorzy:
Siva, Gandam Anand
Ramakrishna, Shinigam
Powiązania:
https://bibliotekanauki.pl/articles/1819188.pdf
Data publikacji:
2020
Wydawca:
Politechnika Koszalińska. Wydawnictwo Uczelniane
Tematy:
structural beam
residual life estimation
FFT analyzer
damage detection
crack location
natural frequencies
belka strukturalna
ocena trwałości resztkowej
analiza FFT
wykrywanie uszkodzeń
lokalizacja pęknięć
częstotliwości drgań własnych
Opis:
A structural beam is a common element in many mechanical structures such as ship propeller shaft, crane boom, and aircraft wings. In the present paper experimental and numerical modal analysis are carried out for estimating the damage, geometric location of the damage, severity of damage and residual life of structural beam to prevent unexpected failures of mechanical structures. Experimental and numerical modal analysis results for healthy and cracked beam are compared for validation of numerical methodology used in the present paper. Experimental modal analysis is performed on both healthy and cracked beam with the help of impact hammer, acceleration sensor and FFT (Fast Fourier Transformer) analyzer associated with EDM (Engineering Data Management) software. Modal tests are conducted using impact method on selected locations of the entire healthy and cracked beam to find the first three natural frequencies, which are used to detect the presence of damage and geometric location of the damage. Three parametric studies are carried out to know the effect of crack depth, crack location and crack orientation on the natural frequencies of the cracked beam. Finally, the residual life of a healthy and cracked beam was estimated using Basiquin’s equation and finite element analysis software called ANSYS 18.1.
Źródło:
Journal of Mechanical and Energy Engineering; 2020, 4, 2; 135--146
2544-0780
2544-1671
Pojawia się w:
Journal of Mechanical and Energy Engineering
Dostawca treści:
Biblioteka Nauki
Artykuł
    Wyświetlanie 1-6 z 6

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