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Functional behavior of pseudoelastic niti alloy under variable amplitude loading

Iasnii Volodymyr, Yasniy Petro, Lapusta Yuri, Yasniy Oleg, Dyvdyk Oleksandr

Acta Mechanica et Automatica

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2020

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Vol. 14, no. 3

154--160

EN

Cyclic loading of superelastic NiTi shape memory alloy (SMA) causes forward and reverse austenite–martensіte transfor-mations, and also increases the volume of stabilized martensite. This appears in the change of stress-strain curve form, the decrease of dissipation energy, and increase of residual strain, that is, named transformation ratcheting. In real structures, the SMA components in most cases are under the action of variable amplitude loading. Therefore, it is obvious that the loading history will influence the functional fatigue. In the present work, the effect of stress ratio on the functional properties of superelastic NiTi shape memory alloy under variable amplitude loading sequence with two blocks was investigated. The studies were carried out under the uniaxial tension of cy-lindrical specimens under load-full unload and load-part unload. The change of residual strain, strain range, dissipation, and cumulative dissipation energy density of NiTi alloy related to load sequences are discussed. Under both stress ratios, the residual strain in NiTi alloy is increased depending on the number of loading cycles on the high loading block that is similar to the tests at constant stress or strain amplitude. An unusual effect of NiTi alloy residual strain reduction with the number cycles is found at a lower block loading. There was revealed the effect of residual strain reduction of NiTi alloy on the number of loading cycles on the lower amplitude block. The amount of decrement of the residual strain during a low loading block is approximately equal to the reversible part of the residual strain due to the stabilized martensite. The decrease of the residual strain during the low loading block is approximately equal to the reversible part of residual strain due to the stabilized martensite. A good correlation of the effective Young’s modulus for both load blocks with residual strain, which is a measure of the volume of irreversible martensite, is observed.

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Odkształcenia sprężyste i trwałe w żelbetowej belce wspornikowej z betonu o wysokiej wytrzymałości

Naziri B., Maj M., Ubysz A

Materiały Budowlane

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2015

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nr 6

74--75

PL

W belkach żelbetowych z betonu o wysokiej wytrzymałości przy cyklicznych obciążeniach obserwuje się odkształcenia sprężyste i trwałe. Istniejące wyniki badań takich belek w większości dotyczyły stanu naprężeń tylko od momentu zginającego. Badania, które wykonaliśmy, pozwoliły doświadczalnie wyznaczyć sprężystą i trwałą część odkształceń w belce wspornikowej w złożonym stanie naprężeń, tzn. od momentów zginających i sił tnących.

EN

Elastic deformations and permanent deformations under cyclic loads for reinforced concrete beams made of concrete with high strength is observed. Existing results of research of such beams were mostly done for the state of stress caused by bending moment. Research made for the bracket beam experimentally determined the elastic and permanent deformation in the beam in a complex stress state, i.e. bending moments and shear forces.

3

Deformation properties of sedimentary rocks in the process of underground coal gasification

Bukowska M., Sygała A.

Journal of Sustainable Mining

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2015

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Vol. 14, iss. 3

144--156

EN

The article presents results of research into changes in deformation properties of rocks, under influence of temperature, during the process of underground coal gasification. Samples of carboniferous sedimentary rocks (claystones and sandstones), collected in different areas of Upper Silesian Coal Basin (GZW), were heated at the temperature of between 100 and 1000-1200°C, and then subjected to uniaxial compression tests to obtain a full stress-strain curves of the samples and determine values of residual strain and Poisson's ratio. To compare the obtained values of deformation parameters of rocks, tested in dry-air state and after heating in a given range of temperature, normalised values of residual strain and Poisson's ratio were determined. Based on them, coefficient of influence of temperature on tested deformation parameters was determined. The obtained values of the coefficient can be applied in mining practice to forecast deformability of gangue during underground coal gasification, when in the direct surrounding of a georeactor there are claystones or sandstones. The obtained results were analysed based on classification of uniaxial compression strength of GZW gangue, which formed the basis for dividing claystones and sandstones into very low, low, medium and high uniaxial compression strength rocks. Based on the conducted tests it was concluded that the influence of uniaxial compression strength on the value of residual strain, unlike the influence of grain size of sandstones, is unambiguous within the range of changes in the parameter. Among claystones changes in the value of Poisson's ratio depending on their initial strength were observed. Sandstones of different grain size either increased or decreased the value of Poisson's ratio in comparison with the value determined at room temperature in dry-air conditions.