Temat: shear modulus - Prolib Integro

Skocz do pozycji: 1.

Tytuł:: Transverse shear modulus of elasticity for thin-walled corrugated cores of sandwich beams. Theoretical study
Autorzy:: Magnucka-Blandzi, E.
Magnucki, K.
Tematy:: shear modulus
corrugated core
sandwich beams; Pokaż więcej
Wydawca:: Polskie Towarzystwo Mechaniki Teoretycznej i Stosowanej
Powiązania:: https://bibliotekanauki.pl/articles/281700.pdf Link otwiera się w nowym oknie
Opis:: The subject of the paper are four corrugated cores in form of circular arcs, a sin wave, trapezoids and an odd function. Transverse shear modules of these corrugated cores are analytically determined. A comparative analysis of these transverse shear modules is pre- sented. Areas of cross sections of the corrugated cores are constant. The theoretical study shows considerable sensitivity of the shear modulus to shape of the corrugation.
Dostawca treści:: Biblioteka Nauki

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Skocz do pozycji: 2.

Tytuł:: Torsional shear device for testing the dynamic properties of recycled material
Autorzy:: Gabryś, K.
Sas, W.
Soból, E.
Głuchowski, A.
Tematy:: torsional shear test
shear modulus
material damping
recycled material; Pokaż więcej
Wydawca:: Politechnika Wrocławska. Oficyna Wydawnicza Politechniki Wrocławskiej
Powiązania:: https://bibliotekanauki.pl/articles/178444.pdf Link otwiera się w nowym oknie
Opis:: From the viewpoint of environmental preservation and effective utilization of resources, it is beneficial and necessary to reuse wastes, for example, concrete, as the recycled aggregates for new materials. In this work, the dynamic behavior of such aggregates under low frequency torsional loading is studied. Results show that the properties of such artificial soils match with those reported in the literature for specific natural soils.
Dostawca treści:: Biblioteka Nauki

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Skocz do pozycji: 3.

Tytuł:: Interpretation of shear modulus degradation tests
Autorzy:: Srokosz, P.
Dyka, I.
Bujko, M.
Tematy:: torsional shear
back analysis
cluster analysis
shear modulus
small strains; Pokaż więcej
Wydawca:: Politechnika Wrocławska. Oficyna Wydawnicza Politechniki Wrocławskiej
Powiązania:: https://bibliotekanauki.pl/articles/178491.pdf Link otwiera się w nowym oknie
Opis:: The problem is a continuation of the research conducted at the University of Warmia and Mazury in Olsztyn, Institute of Building Engineering. It concerns the development of methods for the interpretation of the shear modulus measurements based on the tests conducted on a torsional shear (TS) apparatus. The issue has significant importance in determining the deformation parameters, essential to perform numerical simulations of the interaction between a geotechnical structure and the subsoil. The purpose of this study was to conduct a comparative analysis of the various methods of interpretation of research results based on direct and reverse analysis, as well as automated classification of the first cycle of the relationship between the shear stress and the shear strain components obtained from the TS test. The methodology for verification of the presented interpretative methods consists in carrying out a series of laboratory tests on non-cohesive and cohesive samples of different granulation and state parameters. The course of the research includes the following steps: elaboration of the granulometric composition of several samples of soil, determination of soil index properties and execution of TS tests. Various methods of interpretation of obtained results were taken into account, in addition to conducting a comparative analysis. The study used a non-standard interpretation approach consisting of analysing onefourth of the hysteresis loop of the first load-unload cycle of the tested samples. The obtained results confirmed the hypothesis that it is possible to estimate the degradation value of the shear modulus based on a part of the TS test results carried out under quasi-monotonic load conditions. The proposed methods of interpreting test results have confirmed their high usefulness, which is devoid of the uncertainty associated with standardised resonant column/TS testing.
Dostawca treści:: Biblioteka Nauki

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Skocz do pozycji: 4.

Tytuł:: Usefulness of the CPTU method in evaluating shear modulus G0 changes in the subsoil
Autorzy:: Młynarek, Zbigniew
Wierzbicki, Jędrzej
Lunne, Tom
Tematy:: shear modulus G0
CPTU
non-cohesive soil; Pokaż więcej
Wydawca:: Politechnika Wrocławska. Oficyna Wydawnicza Politechniki Wrocławskiej
Powiązania:: https://bibliotekanauki.pl/articles/1845148.pdf Link otwiera się w nowym oknie
Opis:: This article contains the analysis of the correlation between the cone resistance qc from CPTU tests and shear modulus G0 determined from seismic tests SDMT and SCPTU. The analysis was performed for sands located in Poland, characterised by differential grain size distribution and origin. The significant impact of the independent variables; grain size, preconsolidation stress σ’p, geostatic vertical stress σ’v0 and relative density index on the dependencies analysed, were examined in three stages. Firstly, a general relationship between the cone resistance and shear modulus G0 was established; in the second stage, an analysis was carried out in selected groups of subsoil; and in the third stage, the influence of other independent variables was taken into account. In each stage, the functional form of the dependency was determined, and their statistical significance was assessed throughout coefficient of determination R2. For more variables, multivariable regression analysis was applied for assessment. Conducted analysis showed that the overall view of the relation between the cone resistance qc and shear modulus G0 has low evaluation of the statistical significance. This fact is consistent with the theoretical assessment of this relationship. To obtain a satisfactory assessment of this dependency, it is necessary to construct empirical equations for individual groups of soil, taking into account other independent variables; preconsolidation stress σ’p, vertical stress σ’vo and relative density index. This approach allows to assess the local correlation relationship, which is very useful during the geological project.
Dostawca treści:: Biblioteka Nauki

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Skocz do pozycji: 5.

Tytuł:: On some problems of SH wave propagation in inhomogeneous elastic bodies
Autorzy:: Kowalczyk, S.
Matysiak, S. J.
Perkowski, D. M.
Tematy:: displacement
stresses
SH wave
shear modulus
stratified foundation; Pokaż więcej
Wydawca:: Polskie Towarzystwo Mechaniki Teoretycznej i Stosowanej
Powiązania:: https://bibliotekanauki.pl/articles/280243.pdf Link otwiera się w nowym oknie
Opis:: The paper deals with the propagation of shear horizontal (SH) waves in an nonhomogeneous elastic half-space composed of a layer whose shear modulus and mass density have a power dependence on the distance from the lower plane and the periodically stratified half-space. The equation which relates the wave speed to the wave-number and functions of the shear modulus and mass density is derived. The wave velocity is analyzed numerically. Especially, the influence of mechanical properties of the coating layer and the stratified foundation on the wave velocity is presented in the form of figures.
Dostawca treści:: Biblioteka Nauki

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Skocz do pozycji: 6.

Tytuł:: Bounds of the effective elastic moduli of nanoparticle-reinforced composites based on composite sphere assemblage and interface stress model
Autorzy:: Tang, Z.
Ye, W.
Tematy:: elastic moduli
bulk modulus
shear modulus
composite sphere assemblage
interface stress model; Pokaż więcej
Wydawca:: Instytut Podstawowych Problemów Techniki PAN
Powiązania:: https://bibliotekanauki.pl/articles/38695694.pdf Link otwiera się w nowym oknie
Opis:: Three different approaches are formulated to obtain the bounds of the effective elastic moduli of nanoparticle-reinforced composites based on the CSA and the interface stress model. It is found that the effective bulk modulus can be obtained by all three different approaches but the effective shear modulus can be obtained only by the energy approach. The bounds of the effective bulk modulus coincide and depend only on the interface bulk modulus, while those of the effective shear modulus are distinct and depend on two interface elastic constants. Furthermore, limit analysis discloses that the bounds of the effective bulk modulus of nanoparticles coincide but deviate from the bulk modulus of particle in the classical case, and the bounds of the effective shear modulus are distinct in contrast to the effective bulk modulus of nanoparticles or both effective moduli of conventional composites.
Dostawca treści:: Biblioteka Nauki

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Skocz do pozycji: 7.

Tytuł:: Dynamic Test and Analysis of Strength of Bamboo Curtain Plywood Based on Free Vibration Modal Method
Autorzy:: Gu, Xiaoyu
Zhou, Aijin
Adjei, Patrick
Zhang, Rongzhuo
Zhou, Yuhao
Wang, Zheng
Tematy:: bamboo wood
plywood
elastic modulus
shear modulus
Poisson's ratio
dynamic test; Pokaż więcej
Wydawca:: Sieć Badawcza Łukasiewicz - Instytut Technologii Drewna
Powiązania:: https://bibliotekanauki.pl/articles/29433299.pdf Link otwiera się w nowym oknie
Opis:: Bamboo curtain plywood is made of equal-thickness slotted bamboo slivers as its constituent units and is formed into boards with high pressure. In this paper, rectangular plates, beam specimens, and two sizes of square plates were tested to determine the elastic modulus and shear modulus of bamboo curtain plywood quickly, easily, and accurately. The free square board torsional vibration method was used to test the shear modulus of the square plates. The dynamic test results were also verified by means of the static four-point bending method. The main conclusions show that the dynamic elastic modulus, shear modulus and Poisson's ratio of this bamboo curtain plywood are 0.7 GPa, 1300 MPa and 0.12, respectively. The values of the elastic constants of these bamboo curtain plywood specimens measured by dynamic and static methods are consistent, and this dynamic test method has the advantages of fast, easy, good repeatability and high accuracy.
Dostawca treści:: Biblioteka Nauki

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Skocz do pozycji: 8.

Tytuł:: Seismic codes based equivalent nonlinear and stochastic soil structure interaction analysis
Autorzy:: Guellil, Mohamed Elhebib
Harichane, Zamila
Çelebi, Erkan
Tematy:: shear modulus
damping
uncertainties
linear iterative method
seismic code; Pokaż więcej
Wydawca:: Politechnika Wrocławska. Oficyna Wydawnicza Politechniki Wrocławskiej
Powiązania:: https://bibliotekanauki.pl/articles/1845159.pdf Link otwiera się w nowym oknie
Opis:: The aim of this study is to consider the effects of the variation of shear modulus ratio (G/G0) and damping ratio (ξ) of soil, obtained by a linear iterative method based on the design spectra of seismic codes, the soil environment in terms of uncertainties in shear modulus using Monte Carlo simulations and the foundation damping (ξf) of flexible base for analyses of the Soil-Structure Interaction (SSI) problems. A squat structure with circular shallow foundation resting on a soil layer over a homogeneous half-space is studied by using cone model and considering seismic zone effect on structural response. Firstly, after showing the effects of the correction of G and ξ on impedance functions and the responses of soil-foundation-structure system, a study is carried out to compare these effects to those of the modelling of uncertainties in shear modulus as random variations. Secondly, a comparative analysis on design response spectra and base shear forces was carried out for four seismic codes (Algerian Seismic Rules RPA99- 2003, Eurocode 8-2004, International Building Code IBC-2015 and Indian Code IS-1893-2002) considering the three cases of SSI: SSI effects (initial G and ξ), nonlinear SSI (corrected G and ξ) and stochastic SSI (random G with COV = 20%) compared to the fixed base case. Results show that the correction of G and ξ, according to the equivalent nonlinear method in all the cases, leads to a remarkable decrease in peak responses but show a huge amount of reduction in the second study for IBC-2015 and IS-1893-2002 codes compared to the other codes.
Dostawca treści:: Biblioteka Nauki

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Skocz do pozycji: 9.

Tytuł:: Determination of shear modulus of soil in the RC / TS apparatus for designing offshore wind power plant foundations
Autorzy:: Srokosz, P.
Dyka, I.
Bujko, M.
Tematy:: offshore wind power
shear modulus
back analysis
numerical modelling; Pokaż więcej
Wydawca:: Politechnika Gdańska. Wydział Inżynierii Mechanicznej i Okrętownictwa
Powiązania:: https://bibliotekanauki.pl/articles/260227.pdf Link otwiera się w nowym oknie
Opis:: The paper presents a selected aspect of the determining the initial soil shear modulus value on the research example in resonant column – torsional shear apparatus (RC / TS). There are presented the significance of the initial value of shear modulus in design of offshore wind power plant foundations and the importance of its variability in the function of cyclical shear strains of soil related to the impact of sea and atmosphere on the designed structures. Based on the conducted analyses, a new methodology for interpreting the TS test results of soil has been proposed. It allows estimating the values of the shear modulus in the full range of shear strains occurring in issues closely related to the design and construction work of offshore wind power plant foundations.
Dostawca treści:: Biblioteka Nauki

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Skocz do pozycji: 10.

Tytuł:: On the aerospace-grade adhesives shear strength testing with ASTM D5656 test as an example
Problematyka badania wytrzymałości klejów lotniczych na ścinanie na przykładzie metody ASTM D5656
Autorzy:: Karny, Maciej
Tematy:: adhesives
shear modulus
ASTM D5656
shear strength
kleje
moduł ścinania
wytrzymałość na ścinanie; Pokaż więcej
Wydawca:: Sieć Badawcza Łukasiewicz - Instytut Lotnictwa
Powiązania:: https://bibliotekanauki.pl/articles/36402061.pdf Link otwiera się w nowym oknie
Opis:: This article presents adhesive shearing test methods, focusing especially on the ASTM D5656 method. These methods will be briefly characterized and compared. The most important concerns about the D5656 method are described. With the use of ASTM D1002 and D5656 methods, the influence of adherend surface preparation on shearing properties of the bond is evaluated. Compared to sandblasting only, sandblasting followed by the FPL process (sulfochromate etching of aluminum) increased shear strength of joints by 35 % for ASTM D1002 tests and by 48% for D5656 tests. Comparing these two methods, shear strength obtained in D5656 tests is about two times higher than in D1002 tests. The cause for this phenomena is much larger adherend thickness in the D5656 method, which provides the coupons with increased stiffness. Shear modulus, calculated with 3 different calculation methods, showed differences in obtained results, which points to necessary actualization of D5656 standard.
W niniejszym artykule opisano metody badań wytrzymałości na ścinanie klejów, ze szczególnym uwzględnieniem metody ASTM D5656. Dokonano porównania tych metod i krótkiej ich charakterystyki. Opisano najważniejsze problemy związane ze stosowaniem metody ASTM D5656. Zbadano również wpływ przygotowania powierzchni aluminium na otrzymywane wartości wytrzymałości spoiny na ścinanie, mierzone metodami ASTM D1002 i ASTM D5656. Porównując z piaskowaniem, połączenie piaskowania aluminium z procesem FPL (chromianowanie aluminium) zwiększyło wytrzymałość spoin na ścinanie o 35 % dla prób według normy ASTM D1002 i o 48 % dla metody D5656. Spośród tych dwóch metod, wytrzymałość na ścinanie uzyskiwana w badaniach wg normy D5656 jest średnio dwukrotnie wyższa, niż ta uzyskiwane w badaniach wg normy D1002. Przyczyną jest użycie znacznie grubszych substratów i większa sztywność spoiny w normie D5656. Przeprowadzenie obliczeń modułu ścinania kleju z uwzględnieniem 3 różnych metod wykazało różnice w otrzymywanych wynikach, co wskazuje na konieczność aktualizacji normy D5656.
Dostawca treści:: Biblioteka Nauki

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