Gotowe bibliografie tematyczne / Shear Modulus

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Gotowa bibliografia na temat „Shear Modulus”

Autor: Grafiati

Data publikacji: 4 czerwca 2021

Data aktualizacji: 25 lipca 2025

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Artykuły w czasopismach na temat "Shear Modulus"

Hughes, D. K. "Shear modulus Gs." Bulletin of the New Zealand Society for Earthquake Engineering 20, no. 1 (1987): 63–65. http://dx.doi.org/10.5459/bnzsee.20.1.63-65.

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A study group of the New Zealand National Society for Earthquake Engineering has recently completed recommendations for the seismic design of storage tanks in a form suitable for use as a code. A knowledge of site response is an integral part of seismic analysis, unfortunately providing guidelines on assigning relevant soil parameters (shear modulus and damping in particular) cannot easily be resolved in a code format. However, as shear modulus (Gs) is referred to directly in the recommendations, it was decided to provide this technical note to enable some guidelines for its assessment t

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Arficho, Tigistu Abu, and Argaw Asha Ashango. "Experimental Study of Awash Soil under Static and Cyclic Shear Loading." Advances in Civil Engineering 2023 (March 27, 2023): 1–13. http://dx.doi.org/10.1155/2023/5878290.

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The dynamic soil properties (shear modulus and damping ratio) are of great importance for the analysis and design of geotechnical structures subjected to dynamic loads such as earthquake. Cyclic simple shear tests were conducted to study the variation of shear modulus and damping ratio with a different number of factors for strain amplitudes of 0.01%, 0.1%, 1%, 2.5%, and 5% and for a frequency of 1 Hz at an axial stress of 150 kPa, 275 kPa, and 400 kPa. The result shows that the damping ratio decreases with an increase in confining pressure at different cyclic shear strains. The shear modulus

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Xiang, X. D., and J. W. Brill. "Shear modulus of TaS3." Physical Review B 36, no. 5 (1987): 2969–71. http://dx.doi.org/10.1103/physrevb.36.2969.

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Massarsch, K. Rainer. "Determination of Constrained Modulus of Granular Soil from In Situ Tests—Part 1 Analyses." Geotechnics 4, no. 1 (2023): 18–40. http://dx.doi.org/10.3390/geotechnics4010002.

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Assessing the constrained modulus is a critical step in calculating settlements in granular soils. This paper describes a novel concept of how the constrained modulus can be derived from seismic tests. The advantages and limitations of seismic laboratory and field tests are addressed. Based on a comprehensive review of laboratory resonant column and torsional shear tests, the most important parameters affecting the shear modulus, such as shear strain and confining stress, are defined quantitatively. Also, Poisson’s ratio, which is needed to convert shear modulus to constrained modulus, is stra

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Wu, Guofang, Yong Zhong, and Haiqing Ren. "Effects of Grain Pattern on the Rolling Shear Properties of Wood in Cross-Laminated Timber." Forests 12, no. 6 (2021): 668. http://dx.doi.org/10.3390/f12060668.

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Rolling shear modulus and strength are the key factors affecting the mechanical performance of some wood products such as cross-laminated timber (CLT). As reported, rolling shear property strongly depends on the sawing pattern such as the aspect ratio and grain direction (grain mode). However, the mechanism behind this phenomenon has not yet been clarified. In this work, the rolling shear modulus and strength of spruce-pine-fir (SPF) with different grain modes and aspect ratios were experimentally investigated. In addition, a theoretical investigation was carried out to reveal the mechanism be

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Leonowicz, Marcin, Joanna Kozłowska, and Łukasz Wierzbicki. "Rheological Fluids for Energy Absorbing Systems." Applied Mechanics and Materials 440 (October 2013): 13–18. http://dx.doi.org/10.4028/www.scientific.net/amm.440.13.

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Two types of non-Newtonian fluids, magneto rheological (MRF) and shear thickening (STF) fluids, respectively were chosen as candidates for energy dissipation study in smart body armour. A series of magneto rheological fluids was synthesized on a basis of synthetic oil and carbonyl iron. The shear modules for the MRF containing 75 wt% of carbonyl iron, obtained in a magnetic field of 230 kA/m were as follows: complex shear modulus G* - 1.2 MPa, storage modulus G-1.2 MPa and loss modulus G 0.35 MPa. The studies revealed also that the silica fumed, dispersed in polypropylene glycol or polyethylen

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Shimizu, Miki, and Yu Ito. "Change in Shear Elastic Modulus of Thigh Muscle by Changing Muscle Length Using Ultrasound Shear Wave Elastography in Beagle Dogs." Veterinary and Comparative Orthopaedics and Traumatology 32, no. 06 (2019): 454–59. http://dx.doi.org/10.1055/s-0039-1692449.

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Objectives This study investigated the relationship between the change in the shear elastic modulus and the change in muscle length using ultrasound shear wave elastography. Study Design Four thigh muscles, cranial part of the sartorius, vastus lateralis, biceps femoris and semitendinosus muscles, of 21 pelvic limbs in 12 clinically healthy Beagle dogs were used. The muscle length was estimated using a radiograph and the flexed and extended positions of the coxofemoral and stifle joints, respectively. The shear elastic modulus (kPa) was measured in two joint positions using ultrasound shear wa

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Kennedy, J. G., D. R. Carter, and W. E. Caler. "Long Bone Torsion: II. A Combined Experimental and Computational Method for Determining an Effective Shear Modulus." Journal of Biomechanical Engineering 107, no. 2 (1985): 189–91. http://dx.doi.org/10.1115/1.3138540.

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A technique is established which allows an effective torsional shear modulus to be determined for long bones, while remaining nondestructive to whole bone specimens. Strain gages are bonded to the diaphysis of the bone. Strains are then recorded under pure torsional loads. Theoretical stress predictions are combined with experimental strain recordings to arrive at a modulus value. Shear modulus calculations for four canine radii are reported using theoretical stress predictions from circular, elliptical and finite element models of the transverse bone geometry. The effective shear modulus, obt

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Ng, C. W. W., and J. Xu. "Effects of current suction ratio and recent suction history on small-strain behaviour of an unsaturated soil." Canadian Geotechnical Journal 49, no. 2 (2012): 226–43. http://dx.doi.org/10.1139/t11-097.

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Although the small-strain shear modulus of saturated soils is known to be significantly affected by stress history, consisting of the overconsolidation ratio (OCR) and recent stress history, the effects of suction history on the small-strain shear modulus of unsaturated soils have rarely been reported. In this study, the effects of suction history, which refers to current suction ratio (CSR) and recent suction history, on both the very-small-strain shear modulus (G0) and shear modulus reduction curve of an unsaturated soil, are investigated by carrying out constant net mean stress compression

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Sasaki, Kazushige, Sho Toyama, and Naokata Ishii. "Length-force characteristics of in vivo human muscle reflected by supersonic shear imaging." Journal of Applied Physiology 117, no. 2 (2014): 153–62. http://dx.doi.org/10.1152/japplphysiol.01058.2013.

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Recently, an ultrasound-based elastography technique has been used to measure stiffness (shear modulus) of an active human muscle along the axis of contraction. Using this technique, we explored 1) whether muscle shear modulus, like muscle force, is length dependent; and 2) whether the length dependence of muscle shear modulus is consistent between electrically elicited and voluntary contractions. From nine healthy participants, ankle joint torque and shear modulus of the tibialis anterior muscle were measured at five different ankle joint angles during tetanic contractions and during maximal

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Rozprawy doktorskie na temat "Shear Modulus"

Harrison, S. Kate. "Comparison of Shear Modulus Test Methods." Thesis, Virginia Tech, 2006. http://hdl.handle.net/10919/31772.

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This research compared the results of three tests: ASTM D 198 torsion, ASTM D 198 three-point bending and the five-point bending test (FPBT) using machine-stress-rated (MSR) lumber and laminated veneer lumber (LVL) to determine if the shear properties evaluated by the different test methods were equivalent. Measured E:G ratios were also compared to the E:G ratio of 16:1 commonly assumed for structural wooden members. <p>The average shear moduli results showed significant differences between the three test methods. For both material types, the shear moduli results determined from the two standa

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Yung, See Yuen. "Determination of shear wave velocity and anisotropic shear modulus of an unsaturated soil /." View abstract or full-text, 2004. http://library.ust.hk/cgi/db/thesis.pl?CIVL%202004%20YUNG.

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Проценко, Олена Борисівна, Елена Борисовна Проценко, Olena Borysivna Protsenko, Вікторія Володимирівна Ємельяненко, Виктория Владимировна Емельяненко, and Viktoriia Volodymyrivna Yemelianenko. "The analysis of the elastic properties of armchair and zigzag single-walled carbon nanotubes." Thesis, Sumy State University, 2011. http://essuir.sumdu.edu.ua/handle/123456789/20630.

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Computation simulation is a powerful tool for predictiong the mechanics models of elastic properties of armchair and zigzag single-walled nanotubes. The aim of this work is investigation and comparison of Young’s modulus, shear modulus and Poisson’s ratio variations of armchair and zigzag tubes as functions of diameter. We obtained a set of concise, closed form expressions for the size-dependent elastic modulus, shear modulus and Poisson’s ratio of armchair (n, n) and zigzag (n, 0) nanotubes, which are basic for constructing mathematical models of elastic properties of SWNTs. We investigate

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Olsen, Peter A. "Shear modulus degradation of liquefying sand : quantification and modeling /." Diss., CLICK HERE for online access, 2008. http://contentdm.lib.byu.edu/ETD/image/etd2132.pdf.

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Olsen, Peter A. "Shear Modulus Degradation of Liquefying Sand: Quantification and Modeling." BYU ScholarsArchive, 2007. https://scholarsarchive.byu.edu/etd/1214.

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A major concern for geotechnical engineers is the ability to predict how a soil will react to large ground motions produced by earthquakes. Of all the different types of soil, liquefiable soils present some of the greatest challenges. The ability to quantify the degradation of a soil's shear modulus as it undergoes liquefaction would help engineers design more reliably and economically. This thesis uses ground motions recorded by an array of downhole accelerometers on Port Island, Japan, during the 1995 Kobe Earthquake, to quantify the shear modulus of sand as it liquefies. It has been shown t

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Kinney, Landon Scott. "Pore Pressure Generation and Shear Modulus Degradation during Laminar Shear Box Testing with Prefabricated Vertical Drains." BYU ScholarsArchive, 2018. https://scholarsarchive.byu.edu/etd/7709.

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Liquefaction is a costly phenomenon where soil shear modulus degrades as the generation of excess pore pressures begins. One of the methods to mitigate liquefaction, is the use of prefabricated vertical drains. Prefabricated vertical drains provide a drainage path to effectively mitigate the generation of pore pressures and aid in shear modulus recovery. The aims of this study were to define shear modulus degradation vs. shear strain as a function of excess pore pressure ratio; define the effects of prefabricated vertical drains on the behavior of pore pressure generation vs. shear strain; and

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Akhi, Taohida Parvin. "Experimental investigation of effective modulus of elasticity and shear modulus of brick masonry wall under lateral load." ISIS Canada Research Network, 2011. http://hdl.handle.net/1993/5304.

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The primary objective of this research program was to investigate the effective modulus of elasticity and shear modulus of brick masonry walls under lateral load, and to to justify using the Jaeger and Mufti method to calculate the effective modulus of elasticity and shear modulus of brick masonry walls. The experimental program involved the testing of three unreinforced brick masonry walls under in-plane and vertical loads. Linear Variable Differential Transducers were used to record the horizontal and vertical displacements of the walls. The experimental results were used to evaluate the mod

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Lo, Kai Fung. "Small-strain shear modulus and damping ratio determination by bender element /." View abstract or full-text, 2005. http://library.ust.hk/cgi/db/thesis.pl?CIVL%202005%20LOK.

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Rara, Angela Dominique Sarmiento. "Rolling Shear Strength and Modulus for Various Southeastern US Wood Species using the Two-Plate Shear Test." Thesis, Virginia Tech, 2021. http://hdl.handle.net/10919/104017.

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Cross-Laminated Timber (CLT) is an engineered wood product made by laminating dimensional or structural composite lumber in alternating orthogonal layers. Compared to Canada and Europe, CLT is a novel product to the US. With the additions included in the 2021 International Building Code (IBC), CLT material properties, especially rolling shear, would need to be explored. The increasing demand for softwood lumber, along with the increase of demand of CLT panel production, could place a burden and surpass the domestic softwood supply. Rolling shear is a phenomenon that occurs when the wood fibers

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Tai, Jui-He. "Effect of Void Fraction on Transverse Shear Modulus of Advanced Unidirectional Composites." Scholar Commons, 2016. http://scholarcommons.usf.edu/etd/6591.

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In composite materials, transverse shear modulus is a critical moduli parameter for designing complex composite structures. For dependable mathematical modeling of mechanical behavior of composite materials, an accurate estimate of the moduli parameters is critically important as opposed to estimates of strength parameters where underestimation may lead to a non-optimal design but still would give one a safe one. Although there are mechanical and empirical models available to find transverse shear modulus, they are based on many assumptions. In this work, the model is based on a three-dimensio

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Książki na temat "Shear Modulus"

Pan, N. The initial shear modulus of a unit cell of wool fibres. Wronz, 1988.

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W, Ho Hing, and United States. National Aeronautics and Space Administration., eds. A Comparison of three popular test methods for determining the shear modulus of composite materials. National Aeronautics and Space Administration, 1991.

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Li, Jian. Simplified data reduction methods for the ECT test for mode III interlaminar fracture toughness. National Aeronautics and Space Administration, Langley Research Center, 1995.

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Armand, Borel, ed. Algebraic D-modules. Academic Press, 1987.

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Huang, I.-Chiau. Pseudofunctors on modules with zero dimensional support. American Mathematical Society, 1995.

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Huybrechts, Daniel. The geometry of moduli spaces of sheaves. 2nd ed. Cambridge University Press, 2010.

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Huybrechts, Daniel. The geometry of moduli spaces of sheaves. Vieweg, 1997.

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Stewart, M. Bulk and shear moduli of near-surface geologic units near the San Andreas fault at Parkfield, California. U.S. Geological Survey, 1993.

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1776-1853, Hoene-Wroński Józef Maria, and Pragacz Piotr, eds. Algebraic cycles, sheaves, shtukas, and moduli. Birkhäuser, 2008.

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Determining the surface tension of polymer particles by measuring agglomeration: A feasibility study of two methods : shear modulus measurement and digital image analysis. National Library of Canada, 1990.

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Części książek na temat "Shear Modulus"

Keaton, Jeffrey R. "Shear Modulus." In Selective Neck Dissection for Oral Cancer. Springer International Publishing, 2017. http://dx.doi.org/10.1007/978-3-319-12127-7_256-1.

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Gooch, Jan W. "Shear Modulus." In Encyclopedic Dictionary of Polymers. Springer New York, 2011. http://dx.doi.org/10.1007/978-1-4419-6247-8_10529.

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Keaton, Jeffrey R. "Shear Modulus." In Encyclopedia of Earth Sciences Series. Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-73568-9_256.

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Gooch, Jan W. "Complex Shear Modulus." In Encyclopedic Dictionary of Polymers. Springer New York, 2011. http://dx.doi.org/10.1007/978-1-4419-6247-8_2737.

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Gooch, Jan W. "Modulus in Shear." In Encyclopedic Dictionary of Polymers. Springer New York, 2011. http://dx.doi.org/10.1007/978-1-4419-6247-8_7588.

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Summerscales, John. "Shear Modulus Testing of Composites." In Composite Structures 4. Springer Netherlands, 1987. http://dx.doi.org/10.1007/978-94-009-3457-3_23.

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Li, Yong, and Toyoichi Tanaka. "Effects of Shear Modulus of Polymer Gels." In Polymer Gels. Springer US, 1991. http://dx.doi.org/10.1007/978-1-4684-5892-3_3.

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Trevorrow, Mark V., and Tokuo Yamamoto. "Sedimentary Shear Modulus and Shear Speed Profiles from a Gravity Wave Inversion." In Shear Waves in Marine Sediments. Springer Netherlands, 1991. http://dx.doi.org/10.1007/978-94-011-3568-9_45.

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Cruz, Manuel, Jorge M. Santos, and Nuno Cruz. "Estimating the Maximum Shear Modulus with Neural Networks." In Recent Trends in Applied Artificial Intelligence. Springer Berlin Heidelberg, 2013. http://dx.doi.org/10.1007/978-3-642-38577-3_71.

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Anh-Dao, Nguyen Thi, Tran Duc-Tan, and Nguyen Linh-Trung. "2D Complex Shear Modulus Imaging in Gaussian Noise." In IFMBE Proceedings. Springer International Publishing, 2015. http://dx.doi.org/10.1007/978-3-319-11776-8_94.

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Streszczenia konferencji na temat "Shear Modulus"

Kawano, Koki, Kohta Miyamoto, and Kenji Aoki. "DERIVATION OF SHEAR MODULUS OF THE RPF ADHESIVE LAYER IN BLOCK SHEAR TESTS USING DIGITAL IMAGE CORRELATION." In World Conference on Timber Engineering 2025. World Conference On Timber Engineering 2025, 2025. https://doi.org/10.52202/080513-0037.

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Weaver, John B., Timothy B. Miller, Marvin D. Doyley, et al. "Reproducibility of MRE shear modulus estimates." In Medical Imaging, edited by Armando Manduca and Xiaoping P. Hu. SPIE, 2007. http://dx.doi.org/10.1117/12.713772.

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PENHA FARIA, RENATO, and Luiz Nunes. "STUDY OF EFFECTIVE SHEAR MODULUS ON FLEXIBLE COMPOSITES UNDER SIMPLE SHEAR." In 25th International Congress of Mechanical Engineering. ABCM, 2019. http://dx.doi.org/10.26678/abcm.cobem2019.cob2019-0561.

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Villacreses, Juan, and Bernardo Caicedo. "A comparison between Shear Modulus Degradation Curves." In The 5th World Congress on Civil, Structural, and Environmental Engineering. Avestia Publishing, 2020. http://dx.doi.org/10.11159/icgre20.131.

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Salavatian, M., and L. V. Smith. "Shear Modulus Degradation in Fiber Reinforced Laminates." In ASME 2013 International Mechanical Engineering Congress and Exposition. American Society of Mechanical Engineers, 2013. http://dx.doi.org/10.1115/imece2013-63035.

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Matrix damage, involving transverse and shear cracks, is a common failure mode for composite structures, yet little is known concerning their interaction. A modified Iosipescu coupon is proposed to study the evolution of the shear and transverse damage and their mutual effects. The layup and coupon geometry were selected in a way that controls the severity of the damage and allows the measurement of shear and transverse stiffness degradation directly. The results were compared to material degradation models where damage was dominated by matrix failure. While positive agreement was generally ob

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Orescanin, Marko, Muqeem A. Qayyum, Kathleen S. Toohey, and Michael F. Insana. "Complex shear modulus of thermally-damaged liver." In 2009 IEEE International Ultrasonics Symposium. IEEE, 2009. http://dx.doi.org/10.1109/ultsym.2009.5441919.

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Dharani, M., and Malavika G. Prasad. "Predicting shear modulus property using materials informatics." In 1ST INTERNATIONAL CONFERENCE ON ADVANCES IN NOVEL MATERIALS: Towards Sustainable Future (ICAN-24). AIP Publishing, 2024. http://dx.doi.org/10.1063/5.0228632.

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Dea, Sarah, Carlotta Bresciani, Karthik Kumar, et al. "Shear Modulus Testing in Composite Sandwich Panels." In 2024 Regional Student Conferences, Region I - North East. American Institute of Aeronautics and Astronautics, 2024. http://dx.doi.org/10.2514/6.2024-85690.

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Ju, Jaehyung, Joshua D. Summers, John Ziegert, and George Fadel. "Design of Honeycomb Meta-Materials for High Shear Flexure." In ASME 2009 International Design Engineering Technical Conferences and Computers and Information in Engineering Conference. ASMEDC, 2009. http://dx.doi.org/10.1115/detc2009-87730.

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A numerical study for a functional design of honeycomb meta-materials targeting flexible shear properties (about 6.5MPa effective shear modulus and 15% maximum effective shear strain) is conducted with two material selections — polycarbonate (PC) and mild-steel (MS), and five honeycomb configurations. Cell wall thicknesses are found for each material to reach the target shear modulus for available cell heights with five honeycomb configurations. PC honeycomb structures can be tailored with 0.4 to 1.3mm cell wall thicknesses to attain the 6.5MPa shear modulus. MS honeycombs can be built with 0.

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Higginbotham, Joseph H., Morgan P. Brown, and Oscar Ramirez. "Self consistent AVA determination of density, bulk modulus, and shear modulus reflectivity." In SEG Technical Program Expanded Abstracts 2010. Society of Exploration Geophysicists, 2010. http://dx.doi.org/10.1190/1.3513817.

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Raporty organizacyjne na temat "Shear Modulus"

Becker, R. Tantalum Shear Modulus from Homogenization of Single Crystal Data. Office of Scientific and Technical Information (OSTI), 2007. http://dx.doi.org/10.2172/925669.

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Swift, D. Analytic fits to atom-in-jellium shear modulus predictions. Office of Scientific and Technical Information (OSTI), 2020. http://dx.doi.org/10.2172/1660525.

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Preston, Dean Laverne, Leonid Burakovsky, Sky K. Sjue, and Diane Elizabeth Vaughan. IC W15_thermoelasticity Highlight: Shear modulus and melting curve of Be. Office of Scientific and Technical Information (OSTI), 2016. http://dx.doi.org/10.2172/1337134.

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Chang, Y. W., and R. W. Seidensticker. Dynamic characteristics of Bridgestone low shear modulus-high damping seismic isolation bearings. Office of Scientific and Technical Information (OSTI), 1993. http://dx.doi.org/10.2172/10181217.

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Wells, Beric E., Jeromy WJ Jenks, Gregory K. Boeringa, et al. Lateral Earth Pressure at Rest and Shear Modulus Measurements on Hanford Sludge Simulants. Office of Scientific and Technical Information (OSTI), 2010. http://dx.doi.org/10.2172/1009768.

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Burakovsky, Leonid, Daniel Blaschke, and Dean Preston. IC W20_thermoelasticity Highlight: Dynamic strength - shear modulus scaling for tantalum at extreme pressures. Office of Scientific and Technical Information (OSTI), 2021. http://dx.doi.org/10.2172/1766974.

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Straub, G. K. Elastic shear modulus: Fits to data and extrapolation to large compressions and negative pressure. Office of Scientific and Technical Information (OSTI), 1990. http://dx.doi.org/10.2172/6152581.

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Canfield, Thomas R. Calculations using density dependent melt temperature and shear modulus with the PTW strength model (u). Office of Scientific and Technical Information (OSTI), 2011. http://dx.doi.org/10.2172/1078436.

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Wang, C. Y., Y. W. Chang, R. F. Kulak, R. W. Seidensticker, T. Kuroda, and M. Kobatake. Seismic response of a base-isolated building with high damping, low shear modulus elastomeric bearings. Office of Scientific and Technical Information (OSTI), 1993. http://dx.doi.org/10.2172/10181979.

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Kinikles, Dellena, and John McCartney. Hyperbolic Hydro-mechanical Model for Seismic Compression Prediction of Unsaturated Soils in the Funicular Regime. Pacific Earthquake Engineering Research Center, University of California, Berkeley, CA, 2022. http://dx.doi.org/10.55461/yunw7668.

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A semi-empirical elasto-plastic constitutive model with a hyperbolic stress-strain curve was developed with the goal of predicting the seismic compression of unsaturated sands in the funicular regime of the soil-water retention curve (SWRC) during undrained cyclic shearing. Using a flow rule derived from energy considerations, the evolution in plastic volumetric strain (seismic compression) was predicted from the plastic shear strains of the hysteretic hyperbolic stress-strain curve. The plastic volumetric strains are used to predict the changes in degree of saturation from phase relationships

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