Relevant bibliographies by topics / Torsional ring shear test

Contents

  1. Journal articles
  2. Dissertations / Theses
  3. Book chapters
  4. Conference papers
  5. Reports

Academic literature on the topic 'Torsional ring shear test'

Author: Grafiati
Published: 3 June 2025
Last updated: 19 July 2025

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Journal articles on the topic "Torsional ring shear test"

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Ishikawa, Tatsuya, Etsuo Sekine, and Seiichi Miura. "Cyclic deformation of granular material subjected to moving-wheel loads." Canadian Geotechnical Journal 48, no. 5 (2011): 691–703. http://dx.doi.org/10.1139/t10-099.

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This paper describes a new testing method to examine the mechanical behavior of railroad ballast subjected to repeated train passages on ballasted track. Two types of cyclic loading tests, namely a single-point loading test and a moving-wheel loading test, were performed with small-scale models of ballasted track. Next, a “multi-ring shear apparatus” was developed as a type of torsional simple shear apparatus, and the applicability of a newly proposed multi-ring shear test to an element test of railroad ballast subjected to moving-wheel loads was examined by comparing the results of multi-ring
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Yuan, Zhengxin, and Gang Wang. "A new stacked ring torsional shear apparatus for multiple liquefaction test of sands." Japanese Geotechnical Society Special Publication 10, no. 37 (2024): 1407–12. http://dx.doi.org/10.3208/jgssp.v10.os-26-03.

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Sobolev, E. S., and D. S. Morev. "Comparative analysis of stability of embankment on the basis of torsional ring shear test." IOP Conference Series: Materials Science and Engineering 687 (December 10, 2019): 044038. http://dx.doi.org/10.1088/1757-899x/687/4/044038.

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Park, Hyeon Woo, Jae W. Park, and Won Byong Yoon. "The Relationship between Penetration, Tension, and Torsion for the Fracture of Surimi Gels: Application of Digital Image Correlation (DIC)." Processes 11, no. 1 (2023): 265. http://dx.doi.org/10.3390/pr11010265.

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A standardized method to evaluate the material properties of surimi gels has to be updated because of the lack of accuracy and the repeatability of data obtained from conventional ways. To investigate the relationships between the different texture measurement methods used in surimi gels, 250 batches of different surimi gels were used. The textural properties of surimi gels made with or without whey protein concentrate (SG-WP), potato starch (SG-PS), or dried egg white (SG-EW) were measured under torsion, tensile, and penetration tests. The correlation between the textural properties related t
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Tan, S. A., S. H. Chew, and W. K. Wong. "Sand–geotextile interface shear strength by torsional ring shear tests." Geotextiles and Geomembranes 16, no. 3 (1998): 161–74. http://dx.doi.org/10.1016/s0266-1144(98)00007-7.

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Stark, Timothy D., Jack A. Cadigan, and Navid H. Jafari. "Drained Shear Displacement Rates in Fully Softened Strength Torsional Ring Shear Testing." Geotechnical Testing Journal 44, no. 5 (2020): 20200117. http://dx.doi.org/10.1520/gtj20200117.

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Stark, Timothy D., and Alan R. Poeppel. "Landfill Liner Interface Strengths from Torsional‐Ring‐Shear Tests." Journal of Geotechnical Engineering 120, no. 3 (1994): 597–615. http://dx.doi.org/10.1061/(asce)0733-9410(1994)120:3(597).

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Chen, Jie, Weijie Chen, Chaohui Deng, Runjian Deng, Mingqing Xiao, and Dong Su. "Study on Torsional Shear Deformation Characteristics of Segment Joints Under the Torque Induced by Tunnel Boring Machine Construction." Applied Sciences 15, no. 3 (2025): 1104. https://doi.org/10.3390/app15031104.

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During the excavation process of a Tunnel Boring Machine (TBM), the cutterhead exerts significant torque on the tunnel structure, which potentially causes torsional shear deformation at segment ring joints. Thus, examining the characteristics of torsional shear deformation and the shear-bearing performance of segment joints under construction torque is crucial for the design and safety of segment structures and the construction of TBM tunnels. To achieve this, a refined finite element model of the segment joints was developed to study their torsional shear resistance under varying axial forces
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Xie, Jun, and Yougang Yang. "Numerical Simulation Virtual Test of Torsion Shear for Asphalt Mixture." Advances in Materials Science and Engineering 2019 (September 4, 2019): 1–21. http://dx.doi.org/10.1155/2019/8709849.

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In order to analyze the torsional shear process of asphalt mixtures in a microscopic view, the numerical simulation of a torsional shear test of an asphalt mixture was carried out by discrete element method. Based on the defects of existing algorithms, the method of random reconstruction of the existing 3D model of the asphalt mixture was improved, and a new reconstruction method was proposed. A 3D numerical model of the asphalt mixture contained irregular-shaped coarse aggregate, mineral gradation, and asphalt mortar; furthermore, the particle algorithm established the air void distribution.
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Sung, Po-Hsien, Tei-Chen Chen, and Cheng-Da Wu. "Atomistic Simulation of ZrNi Metallic Glasses Under Torsion Test." Nano 12, no. 08 (2017): 1750094. http://dx.doi.org/10.1142/s1793292017500941.

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ZrNi metallic glass alloy nanowires (NWs) under torsion are studied using molecular dynamics simulations based on the many-body embedded-atom potential. The effect of cooling rate on the deformation mechanism and mechanical properties of ZrNi NWs is evaluated in terms of shear strain, torque, potential energy and radial distribution function. Simulation results show that for slower cooling rates, the NWs have larger packing density, whereas for faster cooling rates, the packing density of atoms decreases. The amount of deformation increases with increasing torsional angle before it reaches a c
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Dissertations / Theses on the topic "Torsional ring shear test"

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Pham, Linh Viet. "Dynamic torsional shear test for hot mix asphalt." [Gainesville, Fla.] : University of Florida, 2003. http://purl.fcla.edu/fcla/etd/UFE0000914.

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Infante, Sedano Julio Angel. "Constant volume ring shear test for sand." Thesis, National Library of Canada = Bibliothèque nationale du Canada, 1999. http://www.collectionscanada.ca/obj/s4/f2/dsk2/ftp03/MQ38755.pdf.

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Xu, Yingyi. "Residual Strength of Franciscan-Derived Clay." DigitalCommons@CalPoly, 2020. https://digitalcommons.calpoly.edu/theses/2128.

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In February of 2017 after a period of heavy rainfall, a slope destabilized behind Fremont Hall on the campus of Cal Poly San Luis Obispo. The geology of this slope stability failure is the Franciscan Complex. The Franciscan Complex, when weathered in place, results in clay soil that makes up the typical soil mantle on the hills throughout the region. Peak strength is the typical parameter tested to assess the strength of the soil. For the Franciscan-derived clay, the residual strength is the focus of this study to understand slope failure since the clay is the weakest portion of the matrix in
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Santos, Viviane Rocha dos. "Desenvolvimento de equipamento Ring Shear para avaliação do comportamento de solos a grandes deformações." reponame:Biblioteca Digital de Teses e Dissertações da UFRGS, 2012. http://hdl.handle.net/10183/76086.

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Os movimentos de massa de solo, geralmente, estão relacionados com a mobilização da resistência de uma ou várias superfícies de ruptura pré-existentes. Dessa maneira, o conhecimento da propriedade que rege esse comportamento (resistência ao cisalhamento residual) é de extrema importância no estudo da estabilidade de solos. Segundo Skempton (1985), resistência ao cisalhamento residual é a resistência mínima constante que o solo pode atingir, a baixas taxas de cisalhamento, após sofrer grandes deslocamentos. A determinação dos parâmetros de resistência ao cisalhamento residual pode ser realizada
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Infante, Sedano Julio Angel. "A modified ring shear test device for determining the hydro-mechanical behaviour of unsaturated soils." Thesis, University of Ottawa (Canada), 2006. http://hdl.handle.net/10393/29352.

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This thesis presents the design details of an automated modified ring shear apparatus for the testing of unsaturated soils using the axis translation technique. The system is fully automated and it can be used for conducting Constant Load and constant Suction (CLS) shear tests, Constant Volume and constant Suction (CVS) shear tests, Constant Load and constant Water content (CLW) shear tests as well as Constant Volume and constant Water content (CVW) shear tests. In addition to shear tests, the soil-water retention curve (SWRC) can also be generated for the same specimen in the same testing dev
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Jiang, Yao. "Experimental Study on the Frictional Instability and Acoustic Emission in Sheared Granular Materials with Implications for Landslide Mobility." 京都大学 (Kyoto University), 2016. http://hdl.handle.net/2433/217130.

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Šot, Michal. "Hodnocení napjatostního chování lepeného konstrukčního dřeva pomocí DIC analýzy." Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2015. http://www.nusl.cz/ntk/nusl-227634.

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The work deals with issues of evaluation of the shear properties of timber structural materials, particularly CLT elements. The work contains an overview of extensive research so far presented scientific studies dealing with the characteristic shear properties of wood. In the practical part was carried out the experiment dealing with the failure mode of transverse lamellae of CLT elements that were exposed to shear stress. There were observed individual effects that this may affect the material properties. In the first part of the experiment were performed numerical models using FEM. In the se
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Soliman, Nancy Ahmed. "Modification et validation de la technique de l'anneau piézoélectrique pour mesurer la prise et le durcissement des matériaux à base de ciment." Mémoire, Université de Sherbrooke, 2010. http://savoirs.usherbrooke.ca/handle/11143/1575.

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A period of cement hydration is one of critical in the life span of concrete structures. One of the reasons of collapse of concrete structural elements during and after construction is the error in determining the concrete characteristics at early age. Recently, non-destructive test emerged as a popular way to evaluate the properties of cement-based materials. This test offers continuous measurements of concrete properties as well as ability to monitor any changes in the current state of structural materials. In the existing research, some of these methods fail to capture well properties of th
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Dareeju, Biyanvilage. "Performance evaluation of unsaturated rail track foundations under cyclic moving wheel load." Thesis, Queensland University of Technology, 2017. https://eprints.qut.edu.au/102697/4/Biyanvilage%2520Sampath%2520Sri%2520Sameera_Dareeju_Thesis.pdf.

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This thesis developed an alternative laboratory element testing method to evaluate the response of the unsaturated soils of rail track foundations under repeated moving wheel loadings. The novel laboratory testing method is more capable of producing the realistic strength-deformation characteristics of the unsaturated soils with the effects of principal stress axis rotation (PSAR), which can be used to redesign the conservative rail track guidelines.
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Lee, Chen-yuan, and 李程遠. "Development of a Multi-Purpose Shear Test System─Torsional Shear Apparatus." Thesis, 2003. http://ndltd.ncl.edu.tw/handle/54106205805094189113.

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碩士<br>國立交通大學<br>土木工程系<br>91<br>Slope failure often occurs in soft rock due to the low strength of the material. This project aims to study the material mechanics of the soft rock relevant to common slope failure in soft rock. Unlike brittle rock, soft rock often contains few joints. Unless for slope failure resulted from structural instability, relevant material characteristics of soft rock related to slope failure might include (1) degradation, (2) strain softening, (3) creep, and (4) local stress failure. It is more appropriate for using residual strength instead of peak strength in modeli
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Book chapters on the topic "Torsional ring shear test"

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Bhandary, Netra Prakash. "Experimental Simulation of Landslide Creep in Ring Shear Machine." In Progress in Landslide Research and Technology, Volume 1 Issue 2, 2022. Springer International Publishing, 2023. http://dx.doi.org/10.1007/978-3-031-18471-0_6.

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AbstractSoil material undergoes a volumetric change when deformed, and the change continues until the material reaches its critical state. In granular soils, the critical state is one that exhibits the least frictional resistance, but in clayey materials, the frictional resistance decreases further upon shearing due to particle reorientation in the plane of failure, and the material volume attains a stable or steady state only after a large amount of shear deformation, which depending on the material type varies from a few to tens of centimeters. This state of shear deformation is generally known as the residual state. This article focuses on residual-state creep shear tests on common clayey materials for the purpose of experimentally simulating the landslide creep and understanding the displacement behavior of large-scale creeping landslides. As a general understanding, the deep-seated creeping landslides displace as a result of residual-state shearing of clayey material in the slip surface. So, a modified bishop-type torsional ring shear machine was developed for studying the residual-state shear creep behavior of clayey soils. In the ring shear tests, the material is first sheared under a strain-controlled pattern, and after the sample reaches its residual state of shear, different sets of constant shear loads are applied until the sample fails again and again. The test results reveal that at the residual state of shear, the creep behavior is exhibited only after a load equivalent to the residual frictional resistance of the material is applied. Moreover, it was understood that the displacement required for the beginning of the tertiary stage of creep of particular soil material, i.e., the early stage of creep failure is the same for all sets of creep loads.
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Seiphoori, Ali, Tam Nguyen Minh Duong, and Mertcan Geyin. "A Mechanistic Understanding of Interface Shear Behavior of Cohesionless Materials Using Torsional Ring Shear Test." In Lecture Notes in Civil Engineering. Springer Nature Singapore, 2025. https://doi.org/10.1007/978-981-96-3912-0_31.

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Leong, Eng-Choon, and Martin Wijaya. "Ring shear test." In Laboratory Tests for Unsaturated Soils. CRC Press, 2023. http://dx.doi.org/10.1201/b22304-18.

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Okada, Yasuhiko, Kyoji Sassa, and Hiroshi Fukuoka. "Comparison of Shear Behaviour of sandy soils by Ring-Shear Test with Conventional Shear Tests." In Environmental Forest Science. Springer Netherlands, 1998. http://dx.doi.org/10.1007/978-94-011-5324-9_66.

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Wahyudi, Seto, Yukika Miyashita, and Junichi Koseki. "Observation of Shear Banding Characteristics of Sand in Torsional Shear Test Using Image Analysis Technique." In Springer Series in Geomechanics and Geoengineering. Springer Berlin Heidelberg, 2013. http://dx.doi.org/10.1007/978-3-642-32492-5_24.

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Loi, Doan Huy, S. H. S. Jayakody, and Kyoji Sassa. "Teaching Tool “Undrained Dynamic Loading Ring Shear Testing with Video”." In Progress in Landslide Research and Technology, Volume 1 Issue 2, 2022. Springer International Publishing, 2023. http://dx.doi.org/10.1007/978-3-031-18471-0_25.

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AbstractUndrained dynamic-loading ring-shear apparatus (UDRA) is most appropriate to study landslide dynamics by simulating the entire process from the initial stage of stress before landslide occurrence and stress changes due to static, dynamic loading or pore pressure changes or other types of stress loading to the formation of a sliding surface and the steady-state shear resistance. This paper describes the mechanical structure of the apparatus of UDRA and provides a manual for readers to begin using the UDRA. Specific steps for testing procedures with video tutorials and data analysis are also provided in this paper. The paper concludes with a manual from start to finish for common ring shear tests: undrained monotonic shear stress control test, undrained cyclic loading test, undrained seismic loading test, and pore pressure control test.
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Bromhead, E. N., A. J. Harris, and M.-L. Ibsen. "Statistical variability of ring shear test results on a shear zone in London Clay." In Slope Stability Engineering. Routledge, 2021. http://dx.doi.org/10.1201/9780203739600-83.

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Ueda, Kyohei, Yoshikazu Tanaka, Anurag Sahare, et al. "LEAP-ASIA-2019 Simulation Exercise: Calibration of Constitutive Models and Simulations of the Element Tests." In Model Tests and Numerical Simulations of Liquefaction and Lateral Spreading II. Springer International Publishing, 2024. http://dx.doi.org/10.1007/978-3-031-48821-4_2.

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AbstractThis chapter presents a summary of the calibration exercises (i.e., element test simulations) submitted by nine numerical simulation teams that participated in the LEAP-ASIA-2019 prediction campaign. The standard sand selected for the campaign is Ottawa F-65, and researchers have developed several efforts to increase the database of laboratory tests to characterize the physical and mechanical properties of this sand (Carey TJ, Stone N, Kutter BL, Grain Size Analysis and Maximum and Minimum Dry Density of Ottawa F-65 Sand for LEAP-UCD-2017. Model tests and numerical simulations of liquefaction and lateral spreading: LEAP-UCD-2017. Springer, 2019; El Ghoraiby MA, Park H, Manzari MT. Physical and mechanical properties of Ottawa F65 sand. In: Model tests and numerical simulations of liquefaction and lateral spreading: LEAP-UCD-2017, Springer, 2019; Ueda K, Vargas RR, Uemura K, LEAP-Asia-2018: Stress-strain response of Ottawa sand in Cyclic Torsional Shear Tests, DesignSafe-CI [publisher], Dataset, https://doi.org/10.17603/DS2D40H, 2018; Vargas RR, Ueda K, Uemura K, Soil Dyn Earthq Eng 133:106111, 2020; Vargas RR, Ueda K, Uemura K, Dynamic torsional shear tests of Ottawa F-65 Sand for LEAP-ASIA-2019. Model tests and numerical simulations of liquefaction and lateral spreading: LEAP-ASIA-2019, Springer, 2023). The objective of this element test simulation exercise is to assess the performance of the constitutive models used by the simulation teams for simulating the experimental results of a series of undrained stress-controlled cyclic torsional shear tests on Ottawa F-65 sand for two different relative densities (Dr = 50% and 60%) (Ueda K, Vargas RR, Uemura K, LEAP-Asia-2018: Stress-strain response of Ottawa sand in Cyclic Torsional Shear Tests, DesignSafe-CI [publisher], Dataset, https://doi.org/10.17603/DS2D40H, 2018; Vargas RR, Ueda K, Uemura K, Soil Dyn Earthq Eng 133:106111, 2020; Vargas RR, Ueda K, Uemura K, Dynamic torsional shear tests of Ottawa F-65 sand for LEAP-ASIA-2019. Model tests and numerical simulations of liquefaction and lateral spreading: LEAP-ASIA-2019, Springer, 2023). The simulated liquefaction strength curves demonstrate that majority of the constitutive models are capable of reasonably capturing the measured liquefaction strength curves both for Dr = 50% and 60%. However, the simulated stress paths and stress-strain relationships show some differences from the corresponding laboratory tests in some cases.
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Qiu, Zhijian, and Ahmed Elgamal. "LEAP-ASIA-2019 Centrifuge Test Simulations of Liquefiable Sloping Ground." In Model Tests and Numerical Simulations of Liquefaction and Lateral Spreading II. Springer International Publishing, 2024. http://dx.doi.org/10.1007/978-3-031-48821-4_17.

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AbstractNumerical simulations of a liquefiable sloping ground for LEAP-ASIA-2019 centrifuge tests are presented. The simulations are performed using a pressure-dependent constitutive model implemented with the characteristics of dilatancy, cyclic mobility, and associated shear deformation. The soil model parameters are determined based on a series of stress-controlled cyclic torsional shear tests of Ottawa F-65 sand with relative density Dr = 60% during calibration phase. Computational framework for the seismic response analysis is discussed and the computed results are presented for all selected centrifuge experiments during Type-C phase. Measured time histories of these experiments are reasonably captured. It is demonstrated that the pressure-dependent constitutive model as well as the overall employed computational framework has the potential to predict the response of the liquefiable sloping ground, and subsequently realistically evaluates the performance of an equivalent soil system subjected to seismically induced liquefaction.
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Huang, Duruo, Zhengxin Yuan, Siyuan Yang, Pedram Fardad Amini, Gang Wang, and Feng Jin. "Multiple Liquefaction of Granular Soils: A New Stacked Ring Torsional Shear Apparatus and Discrete Element Modeling." In Proceedings of the 4th International Conference on Performance Based Design in Earthquake Geotechnical Engineering (Beijing 2022). Springer International Publishing, 2022. http://dx.doi.org/10.1007/978-3-031-11898-2_28.

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Conference papers on the topic "Torsional ring shear test"

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Nyholt, John J., and Frank Dodd. "Non-Invasive Measurement of Corrosion of Flange Sealing Surfaces." In CORROSION 2003. NACE International, 2003. https://doi.org/10.5006/c2003-03430.

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Abstract Piping and pressure vessel nozzle flange leaks contribute to the loss of containment, health, safety, and environmental (HSE) issues in the petrochemical industry. This paper discusses a project to mitigate flange leaks through a non-intrusive nondestructive (NDE) technique by early detection and quantification of flange face corrosion. A case study of two amine units from a US gas plant is presented. Process leaks had occurred on piping and nozzle flanges due to CO2 corrosion and erosion of raised-face sealing surfaces. Several corroded flanges were removed and submitted for a study
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Drury, Matthew, Joseph Szefi, and Jose Palacios. "Full Scale Testing of a Centrifugally Pumped Pneumatic Deicing System for Helicopter Rotor Blades." In Vertical Flight Society 71st Annual Forum & Technology Display. The Vertical Flight Society, 2015. http://dx.doi.org/10.4050/f-0071-2015-10274.

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A full-scale centrifugally powered pneumatic deicing system for helicopter blades was developed. The designed system makes use of the pressure differential created within a spinning rotor blade to deform a 0.03 in. (0.762 mm) thick metallic leading edge cap, producing the transverse shear stresses necessary to delaminate accreted ice. Two prototype designs were fabricated and parametrically tested. Both designs consist of a stainless steel leading edge cap tied to the blade surface via flexible stainless steel ribs. The leading edge section is sealed to the blade surface such that it can be pr
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Stark, Timothy D., and Rodrigo Fernandez Santoyo. "Soil/Geosynthetic Interface Strengths from Torsional Ring Shear Tests." In Geotechnical Frontiers 2017. American Society of Civil Engineers, 2017. http://dx.doi.org/10.1061/9780784480472.028.

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Liao, Lijuan, and Toshiyuki Sawa. "Axisymmetric Analysis of Mechanical Properties of Bonded Shrink Fitted Joints Under Torsional Loads." In ASME 2010 International Mechanical Engineering Congress and Exposition. ASMEDC, 2010. http://dx.doi.org/10.1115/imece2010-37214.

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Shrink fitting combining with anaerobic adhesives (bonded shrink fitted joints) has been widely used for joining cylindrical components in a lot of mechanical structures. This paper deals with mechanical properties (stress analysis and strength estimation) of the bonded shrink fitted joint in which a ring is fitted at the middle part of a shaft subjected to torsion. The stress distributions in the adhesive layer of bonded shrink fitted joint are analyzed using an axisymmetric theory of elasticity when an external torsion is applied to the upper end of the shaft. The effects of the stiffness, t
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Zhang, Di, Yonghui Xie, and Zhenping Feng. "An Investigation on Dynamic Characteristics of a High Speed Rotor With Complex Structure for Microturbine Test Rig." In ASME Turbo Expo 2008: Power for Land, Sea, and Air. ASMEDC, 2008. http://dx.doi.org/10.1115/gt2008-50411.

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During the research and development of 100kW class microturbine, a test rig with complex structure rotor for turbine impeller was constructed. Due to the limitation of test rig, the test rotor has to adopt cantilever configuration, which consists of shaft, connect disk with cool air holes, turbine impeller, and tie bar that joints the previous three components together. Because the rotor has a high rotational speed of 30000rpm, the ceramic rolling bearing is adopted for the test rig. In order to understand the dynamic characteristics of the rotor, a numerical model for temperature field has be
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Li, Bo, Fengshou Zhang, and Marte Gutierrez. "Numerical DEM Examination of a Torsional Shear Test." In Geo-Congress 2014. American Society of Civil Engineers, 2014. http://dx.doi.org/10.1061/9780784413272.280.

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Phillips, A. R., and M. R. Eatherton. "Ring Shaped-Steel Plate Shear Wall Lateral Torsional Buckling Behavior." In Structures Congress 2015. American Society of Civil Engineers, 2015. http://dx.doi.org/10.1061/9780784479117.212.

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Ayivor, Fredrick J., Behnam Askarian, Byron A. Neal, and Fisseha M. Alemayehu. "Experimental Investigation of a Wind Turbine Gearbox for Prognostics and Health Management." In ASME 2024 International Mechanical Engineering Congress and Exposition. American Society of Mechanical Engineers, 2024. https://doi.org/10.1115/imece2024-145772.

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Abstract The reliability of wind turbines is critical to enhance the contribution of wind energy as a dependable source of Renewable Energy. Nevertheless, wind turbine gearboxes (WTGs) fail in the first half of the wind turbine’s expected life, which is usually 20–25 years. The repair/replacement of WTGs is very expensive, and the downtime is extremely long. These failures of WTGs significantly diminish the reliability of these devices and in turn deteriorate the confidence of investing in renewable energy systems. The wind energy industry is approaching this issue in two ways: enhancing the r
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Shangguan, Wen-Bin, Yumin Wei, Subhash Rakheja, Xu Zhao, Jun-wei Rong, and Ya-jie Wang. "A Study on Calculation Method of Natural Frequency for Rubber Damped Torsional Vibration Absorbers." In ASME 2014 International Mechanical Engineering Congress and Exposition. American Society of Mechanical Engineers, 2014. http://dx.doi.org/10.1115/imece2014-37646.

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The natural frequency is the key performance parameters of a rubber materials damper, and it is determined by the static and dynamic shear properties of the rubber materials (rubber ring) and the moment of inertia of the inertia ring. The rubber ring is usually in compression state, and its static and dynamic shear properties are dependent on its sizes, compression ratio and chemical ingredients. A special fixture is designed and used for measuring static and dynamic shear performance of a rubber ring under different compression ratios in the study. To characterize the shear static and dynamic
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Thanh, D. N., and M. Suzuki. "Multistage Test Procedure for Determining Residual Strength of Soil in the Ring Shear Test." In 4th Asia Pacific Meeting on Near Surface Geoscience & Engineering. European Association of Geoscientists & Engineers, 2021. http://dx.doi.org/10.3997/2214-4609.202177005.

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Reports on the topic "Torsional ring shear test"

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EXPERIMENTAL, NUMERICAL, AND THEORETICAL STUDY ON STATIC BEHAVIOUR OF NOVEL STEEL DOVETAIL JOINT SUBJECTED TO AXIAL TENSILE LOAD. The Hong Kong Institute of Steel Construction, 2022. http://dx.doi.org/10.18057/ijasc.2022.18.1.4.

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In this study, two types of socket joints manufactured based on a simple design concept and bearing load principle are proposed. The design concept, design method, test program, and FE modelling method for a novel steel dovetail joint without teeth pattern (Interlock type I) and with teeth pattern (Interlock type II) are also discussed. In addition, the tests and numerical analyses of four specimens were conducted to investigate the bearing capacities and failure modes of the new joint systems under axial tensile loads. The test results indicated that the specimens with and without teeth patte
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