Bibliografías temáticas / Resonant column apparatu

Literatura académica sobre el tema "Resonant column apparatu"

Autor: Grafiati
Publicado: 14 de marzo de 2023

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Artículos de revistas sobre el tema "Resonant column apparatu"

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Singh, Gurbax y Erlend H. Graf. "Redesigned Air-Column Resonance Apparatus". Physics Teacher 41, n.º 2 (febrero de 2003): 120–21. http://dx.doi.org/10.1119/1.1542052.

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Avramidis, Anestis S. y Surendra K. Saxena. "The Modified “Stiffened” Drnevich Resonant Column Apparatus". Soils and Foundations 30, n.º 3 (septiembre de 1990): 53–68. http://dx.doi.org/10.3208/sandf1972.30.3_53.

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Drnevich, VP, C. Heiniger y JA Studer. "Resonant-Column Apparatus for Coarse-Grained Materials". Geotechnical Testing Journal 8, n.º 3 (1985): 132. http://dx.doi.org/10.1520/gtj10524j.

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Lin, Wei-Chun y Chi-Chin Tsai. "Correction of Young’s Modulus Calculation in the Flexural Mode of Resonant Column Test". Applied Sciences 10, n.º 19 (24 de septiembre de 2020): 6675. http://dx.doi.org/10.3390/app10196675.

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The resonant column test includes torsional and flexural modes that can be used to obtain reduction curves for the shear modulus and Young’s modulus of the soil, respectively. When the resonant column test is performed under flexural mode, Young’s modulus is calculated mainly using the measured resonant frequency following the formula proposed by Cascante et al. However, this formula does not consider the rotational inertia effect of the electromagnetic drive disk of the resonant column apparatus and thus may inaccurately calculate Young’s modulus. In this study, the formula was modified by considering the rotational inertia effect of the electromagnetic drive disk, and its accuracy was verified by using three aluminum calibration rods with different diameters as a dummy specimen for the resonant tests in flexural and torsional modes.
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Clayton, C. R. I., J. A. Priest, M. Bui, A. Zervos y S. G. Kim. "The Stokoe resonant column apparatus: effects of stiffness, mass and specimen fixity". Géotechnique 59, n.º 5 (junio de 2009): 429–37. http://dx.doi.org/10.1680/geot.2007.00096.

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Wang, Mingyuan, Yong Wang, Miaojun Sun, Yanli Wang y Jizhu Sun. "Development and Preliminary Application of Resonant Column-Bending Elements Combined Testing Apparatus". IOP Conference Series: Earth and Environmental Science 189 (6 de noviembre de 2018): 022084. http://dx.doi.org/10.1088/1755-1315/189/2/022084.

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Kumar, Jyant y B. N. Madhusudhan. "On determining the elastic modulus of a cylindrical sample subjected to flexural excitation in a resonant column apparatus". Canadian Geotechnical Journal 47, n.º 11 (noviembre de 2010): 1288–98. http://dx.doi.org/10.1139/t10-027.

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For resonant column tests conducted in the flexure mode of excitation, a new methodology has been proposed to find the elastic modulus and associated axial strain of a cylindrical sample. The proposed method is an improvement over the existing one, and it does not require the assumption of either the mode shape or zero bending moment condition at the top of the sample. A stepwise procedure is given to perform the necessary calculations. From a number of resonant column experiments on aluminum bars and dry sand samples, it has been observed that the present method as compared with the one available in literature provides approximately (i) 5.9%–7.3% higher values of the elastic modulus and (ii) 6.5%–7.3% higher values of the associated axial strains.
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Pincus, HJ, AK Ashmawy y VP Drnevich. "A General Dynamic Model for the Resonant Column/Quasi-Static Torsional Shear Apparatus". Geotechnical Testing Journal 17, n.º 3 (1994): 337. http://dx.doi.org/10.1520/gtj10108j.

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Perino, A. y G. Barla. "Resonant Column Apparatus Tests on Intact and Jointed Rock Specimens with Numerical Modelling Validation". Rock Mechanics and Rock Engineering 48, n.º 1 (5 de abril de 2014): 197–211. http://dx.doi.org/10.1007/s00603-014-0564-2.

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Wang, Zhao Yu, Guo Xiong Mei y Xin Bao Yu. "Dynamic Shear Modulus and Damping Ratio of Waste Granular Rubber and Cement Soil Mixtures". Advanced Materials Research 243-249 (mayo de 2011): 2091–94. http://dx.doi.org/10.4028/www.scientific.net/amr.243-249.2091.

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In this study a resonant column apparatus was used to obtain the shear modulus and damping ratio of the waste granular rubber and cement soil mixtures. Specimens were tested for different rubber contents and confining pressures. Experiments show that with the rubber increased, the damping ratio of the rubber and cement soil mixtures increases, dynamic modulus decreases. When the confining pressure increases, the shear modulus of rubber and cement soil mixtures increase gradualy, damping ratio increase slightly.
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Tesis sobre el tema "Resonant column apparatu"

1

Porovic, Esad. "Investigations of soil behaviour using a resonant-column torsional-shear hollow-cylinder apparatus". Thesis, Imperial College London, 1995. http://hdl.handle.net/10044/1/8120.

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Lin, Y. J. y 林育正. "THE STUDY OF USING MODIFIED VERTICAL/TORSIONAL RESONANT COLUMN APPARATUS IN DETERMINING SOIL PROPERTIES". Thesis, 1993. http://ndltd.ncl.edu.tw/handle/20169405953299970646.

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Capítulos de libros sobre el tema "Resonant column apparatu"

1

Shinde, Ninad Sanjeev y Jyant Kumar. "Calibration Exercise of Fixed-Free Resonant Column Apparatus". En Lecture Notes in Civil Engineering, 35–42. Singapore: Springer Singapore, 2021. http://dx.doi.org/10.1007/978-981-33-4001-5_4.

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Actas de conferencias sobre el tema "Resonant column apparatu"

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Bhave, Pali y B. K. Maheshwari. "Effect of Saturation on Dynamic Soil Properties in Low Strain Range Using Resonant Column Apparatus". En The 3rd World Congress on Civil, Structural, and Environmental Engineering. Avestia Publishing, 2018. http://dx.doi.org/10.11159/icgre18.144.

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Geisberger, Aaron A., Amir Khajepour y M. Farid Golnaraghi. "Nonlinear Modeling and Experimental Verification of a MDOF Hydraulic Engine Mount". En ASME 2000 International Mechanical Engineering Congress and Exposition. American Society of Mechanical Engineers, 2000. http://dx.doi.org/10.1115/imece2000-1770.

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Abstract This paper has made several contributions to hydraulic mount modeling. A continuous nonlinear decoupler model is developed to capture the amplitude dependent behavior of a typical hydraulic mount over low and high frequency ranges. The decoupler model also demonstrates decoupler resonance, which degrades high frequency characteristics of a generic hydraulic mount. In addition, this paper is the first to introduce a lumped parameter MDOF (Multi Degree Of Freedom) fluid column system that is shown to improve high frequency characteristics. Model parameters are identified by isolating components in an experimental test apparatus and applying system identification techniques. Model simulation results are validated with measured data over the full range of standard excitation conditions.
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3

Sas, Wojciech, Andrzej Głuchowski, Katarzyna Gabryś, Emil Soból y Alojzy Szymański. "Studies on Cyclic and Dynamic Loading on Cohesive Soil in Road Engineering". En The 13th Baltic Sea Region Geotechnical Conference. Vilnius Gediminas Technical University, 2016. http://dx.doi.org/10.3846/13bsgc.2016.009.

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Soil investigations concerning cyclic and dynamic loading differ from static analysis. The Problem with the abovementioned loads becomes more important, when cohesive soils are taken into consideration. There are plenty of scientific reports containing the analyses of non-cohesive soil behaviour, yet there is still a lack of similar studies on cohesive soils. Repeated loading and dynamic excitations differ between themselves and parameters which are used to describe those phenomena are not congruent. Road constructors seek new approaches to design methods, which would take into account more types dynamic and cyclic excitations. For a successful utilisation of these occurrences in designing codes, mechanical parameters, such as resilient modulus Mr, shear modulus G and Poisson ratio υ or dumping ratio D, need to be determined. The laboratory tests were conducted on sandy clays, which are a common soil in Poland, using specialized laboratory equipment, such as a resonant column and cyclic triaxial apparatus. The aim of the work presented in this paper was to measureand analyse the abovementioned mechanical characteristics. The paper ends with conclusions regarding the application of cyclic and dynamic loading characteristics in road design.
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