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Wyszukujesz frazę "monotonic loading" wg kryterium: Temat


Wyświetlanie 1-4 z 4
Tytuł:
Interfacial shear and peeling stresses in a two-plate structure subjected to monotanically increasing thermal loading
Autorzy:
Nikolova, G.
Ivanova, J.
Powiązania:
https://bibliotekanauki.pl/articles/280329.pdf
Data publikacji:
2013
Wydawca:
Polskie Towarzystwo Mechaniki Teoretycznej i Stosowanej
Tematy:
monotonic thermal loading
delamination
Interfacial shear
peeling stress
Opis:
An approximate analytical model is developed for the evaluation of the interfacial shear and peeling stresses in a bi-material element composed of two elastic plates bonded together by an interface zero thickness material and subjected to monotonically increasing thermal loading. Thermal peeling stress is caused by thermal and elastic mismatch of a two-plate structure undergo a temperature change. The “peeling” stress can be determined from the evaluated interfacial shear stress and is proportional to deflections of the thinner plate of the structure, i.e. to its displacements with respect to the thicker plate. The interface is assumed to exhibit brittle failure at the critical shear stress value. The analytical solution qualitatively shows delamination and ultimate failure. The results are illustrated in figures and discussed.
Źródło:
Journal of Theoretical and Applied Mechanics; 2013, 51, 4; 937-947
1429-2955
Pojawia się w:
Journal of Theoretical and Applied Mechanics
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Cracked bi-material structure subjected to monotanically increasing thermal loading. Determination of the interfacial shear and peeling stresses
Autorzy:
Nikolova, G.
Ivanova, J.
Powiązania:
https://bibliotekanauki.pl/articles/949328.pdf
Data publikacji:
2015
Wydawca:
Polskie Towarzystwo Mechaniki Teoretycznej i Stosowanej
Tematy:
cracked bi-material plates
monotonic thermal loading
interfacial shear and peeling stresses
Opis:
A modified analytical shear lag model is used for the evaluation of the interfacial shear and peeling stresses in a cracked bi-material structure composed of two elastic plates bonded together by an interface zero thickness material and subjected to monotonically increasing thermal loading. The “peeling” stress can be determined by the aid of the interfacial shear stress and is proportional to deflections of the thinner plate of the structure. The interface is assumed to exhibit brittle failure when the shear stress reaches the critical value. The analytical solution and the length of the debonding and intact zones as well as the interfacial shear and peeling stresses for given material properties and thermal loading are discussed and illustrated in figures.
Źródło:
Journal of Theoretical and Applied Mechanics; 2015, 53, 4; 1019-1028
1429-2955
Pojawia się w:
Journal of Theoretical and Applied Mechanics
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
A Study on the Significance of the Design Parameters of Steel Plate Shear Walls Subjected to Monotonic Loading
Autorzy:
Honarmand, Saeed
Homami, Peyman
Gharehbaghi, Vahidreza
Noroozinejad Farsangi, Ehsan
Powiązania:
https://bibliotekanauki.pl/articles/1838088.pdf
Data publikacji:
2020
Wydawca:
Uniwersytet Zielonogórski. Oficyna Wydawnicza
Tematy:
steel plate shear walls
SPSWs
sensitivity analysis
Monte-Carlo simulation
seismic load
monotonic loading
ściany z blachy stalowej
analiza wrażliwości
metoda Monte Carlo
obciążenia sejsmiczne
obciążenie monotoniczne
Opis:
Steel plate shear walls (SPSWs) as a resistant system against lateral loads have a high potential for earthquake energy dissipation. Due to the uncertainties of loading, construction, and installation of SPSWs, it is vital to investigate the importance of each component and achieve higher accuracy in design and the implementation of these members. In this paper, a sensitivity analysis is carried out to determine the significance of important uncertainties. The results denoted that the most important parameters affecting the loading capacity of the SPSWs are height, thickness, length, Young's modulus of the wall material, flange, and web thickness of the column, respectively.
Źródło:
Civil and Environmental Engineering Reports; 2020, 30, 4; 142-154
2080-5187
2450-8594
Pojawia się w:
Civil and Environmental Engineering Reports
Dostawca treści:
Biblioteka Nauki
Artykuł
Tytuł:
Evaluation of hot-mix asphalt containing Portland cement treated blast furnace slag
Autorzy:
Rondón-Quintana, H. A.
Ruge-Cardenas, J. C.
Bastidas-Martínez, J. G.
Powiązania:
https://bibliotekanauki.pl/articles/230595.pdf
Data publikacji:
2019
Wydawca:
Polska Akademia Nauk. Czytelnia Czasopism PAN
Tematy:
żużel wielkopiecowy
mieszanka asfaltowa gorąca
cement portlandzki
odporność
obciążenie jednostkowe
obciążenie cykliczne
zawilgocenie
badanie Cantabro
blast furnace slag
hot mix asphalt
Portland cement
resistance
monotonic loading
cyclic loading
moisture damage
Cantabro test
Opis:
Iron production’s waste materials include significant quantities of blast furnace slag (BFS) which could potentially be used as a substitute for natural aggregates in hot mix asphalt (HMA) used in highway projects. Although many of properties of slag are interesting, its porosity and absorption rate would lead to greater consumption of asphalt. For this study, a Portland cement (PC) paste was used to reduce the porosity of a BFS. This PC treated BFS (called BFS-C) was then used in an HMA to replace the coarse fraction of a natural aggregate. Marshall, Indirect Tensile Strength (ITS), resilient modulus and Cantabro tests were then carried out on different HMA mixtures that included BFS-C. Using BFS-C, HMA’s resistance under monotonic loading, stiffness under cyclic loading, and resistance to moisture damage increased remarkably. In addition, the Cantabro abrasion resistance of BFS-C improved was better than that of the HMA mixture produced with untreated BFS.
Źródło:
Archives of Civil Engineering; 2019, 65, 2; 193-207
1230-2945
Pojawia się w:
Archives of Civil Engineering
Dostawca treści:
Biblioteka Nauki
Artykuł
    Wyświetlanie 1-4 z 4

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