Relevant bibliographies by topics / Dynamic loading

Contents

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

Academic literature on the topic 'Dynamic loading'

Author: Grafiati
Published: 4 June 2021
Last updated: 7 July 2024

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Journal articles on the topic "Dynamic loading"

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Vlasov, P. A. "Loading device for oncoming dynamic loading." Traktory i sel hozmashiny 81, no. 10 (October 15, 2014): 15–16. http://dx.doi.org/10.17816/0321-4443-65494.

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Methods of running and testing of parts, units and aggregates under load in case of transferring required drive torques through them are considered. The method of loading by oncoming drive torques using inertial loaders is theoretically substantiated.
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Moshier, Monty A., Ronald L. Hinrichsen, and Gregory J. Czarnecki. "Dynamic Loading Methodologies." AIAA Journal 41, no. 11 (November 2003): 2291–94. http://dx.doi.org/10.2514/2.6823.

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Tsyganov, V. V. "FEATURES OF MECHANICS DESTRUCTION TRIBOUNITSAT DIFFICULT DYNAMIC LOADING." Eurasian Physical Technical Journal 20, no. 2 (44) (June 21, 2023): 99–105. http://dx.doi.org/10.31489/2023no2/99-105.

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The mechanics of contact destruction tribounits at a friction in the conditions of difficult dynamicloading is considered. Possibilityof mathematical description of complex damage knots friction is shown, intensities of wear taking into account the features of forming superficial layer at a contact.Methodology of calculation superficial durability and longevity oftribounits is presented and the examples of practical estimation of this interdependence are shown.The model of destruction surface at a friction with a different dynamic loadingis offered, methods of estimation wearproofness on the change of the structural state of superficial layer by a tribospectral method and the electron work function.
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James, Ken. "Dynamic Loading of Trees." Arboriculture & Urban Forestry 29, no. 3 (May 1, 2003): 165–71. http://dx.doi.org/10.48044/jauf.2003.020.

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The dynamic forces on tree structures during periods of high winds is being studied in order to determine the loads on trees and the responses of the trees to those dynamic loads. Field measurements of dynamic forces on trees, branches, and cables have been conducted on urban trees in an attempt to quantify the magnitude of these forces and to provide a basis for evaluating tree stability. Equipment was constructed to measure the dynamic wind loads on tree trunks and branches in situ. This equipment is described, and results are presented which indicate that tree structure is loaded by highly variable wind gusts and responds by behaving in a complex dynamic manner, which minimizes the energy transfer from the wind to the tree structure. The dynamic response of the tree involves a complex interaction of the natural frequencies of each component of the tree, including the trunk, main branches, sub-branches, and smaller sections. A dynamic model of trees is presented and includes mass damping that minimizes the sway energies and combines with the drag forces of the canopy to help the tree cope with large wind forces. A discussion of windthrow and tree dismantling is presented, based on the information collected from these studies.
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Heywood, Rob, Wayne Roberts, and Geoff Boully. "Dynamic Loading of Bridges." Transportation Research Record: Journal of the Transportation Research Board 1770, no. 1 (January 2001): 58–66. http://dx.doi.org/10.3141/1770-09.

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CRAWFORD, LYNDON. "PIPING UNDER DYNAMIC LOADING." Journal of the American Society for Naval Engineers 68, no. 2 (March 18, 2009): 345–70. http://dx.doi.org/10.1111/j.1559-3584.1956.tb04033.x.

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Щельников, V. Shchelnikov, Мандрица, D. Mandritsa, Мандрица, and P. Mandritsa. "Parameters Definition of Dynamic Loading of the Destroyed Part of a Plate of a Covering at Emergency Explosion on a Starting Complex." Safety in Technosphere 5, no. 5 (October 25, 2016): 48–53. http://dx.doi.org/10.12737/24151.

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The article considers questions of parameters definition of dynamic loading from the destroyed part of a plate of a covering at emergency Explosion on a starting complex. For the estimation of parameters of dynamic loading the approach based on an experimentally-theoretical estimation of parameters of pulse loading of contact explosion of a mix of components of rocket fuel is used. Dependences for an estimation of parameters of dynamic loading on overlapping of an underlying floor of a starting construction are defined; estimations of dynamic loading from the destroyed part of a covering of a starting construction are received at emergency explosion of mix КРТ. The method of definition of loadings and influences from the destroyed part of a plate of a covering on underlying designs is offered.
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Jeong, T. G., and D. B. Bogy. "Numerical Simulation of Dynamic Loading in Hard Disk Drives." Journal of Tribology 115, no. 3 (July 1, 1993): 370–75. http://dx.doi.org/10.1115/1.2921645.

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The dynamic loading process in hard disk drives is simulated numerically. The effects of the slider’s loading velocity and initial pitch and roll on its dynamics during loading, as well as on slider-disk contacts, are studied by using the dynamic loading simulator. The air bearing forces due to the squeezing and shearing flows are calculated and their contributions to the dynamics of the slider during loading are investigated. Slider-disk contacts are considered in the numerical simulation through generalized impulse-momentum equations. Slider-disk contact criteria are obtained from the numerical simulation, and they are compared with those obtained from a previous experimental parameter study.
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Lin, I. H., and R. M. Thomson. "Dynamic cleavage in ductile materials." Journal of Materials Research 1, no. 1 (February 1986): 73–80. http://dx.doi.org/10.1557/jmr.1986.0073.

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Ductile materials are found to sustain brittle fracture when the crack moves at high speed. This fact poses a paradox under current theories of dislocation emission, because even at high velocities, these theories predict ductile behavior. A theoretical treatment of time-dependent emission and cleavage is given which predicts a critical velocity above which cleavage can occur without emission. Estimates suggest that this velocity is in the neighborhood of the sound velocity. The paper also discusses the cleavage condition under mixed mode loading, and concludes that the cleavage condition involves solely the mode I loading, with possible sonic emission under such loadings
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Sabih, Saba. "Harmonic dynamic loading response of reinforced concrete column." MATEC Web of Conferences 162 (2018): 04024. http://dx.doi.org/10.1051/matecconf/201816204024.

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A reinforced concrete column is classified as compression structural element mostly analyzed and designed due to the applied combinations of dead and live loading with other considered loadings. Industries of considerable or relatively great size, production and electrical utilities are very concerned about the presence of dynamic loads in their electrical power systems. This behavior provides current with different components that are multiples of the fundamental frequency of the system which are called harmonics. Reinforced concrete elements such as column must be checked for the strength capacity and the response due to applied harmonic loading after completed the static analysis and design. In present article evaluations of reinforced concrete columns under the effects of dynamic harmonic loadings are studied. The main parameters are the reinforcement ratio and harmonic ranged loadings. Finite elements approach was adopted to analyze the columns by ANSYS software and all models are simulated in three dimensions. The analysis results indicated that the square cross sections with that rectangular of the same cross sectional area are closed in performance against static and dynamic loadings.
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Dissertations / Theses on the topic "Dynamic loading"

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El-Deeb, Khaled Mohamed Mahmoud. "Echinodome response to dynamic loading." Thesis, University of Edinburgh, 1990. http://hdl.handle.net/1842/14778.

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The response of an Echinodome to static and dynamic point loads, and explosive type loadings was examined both theoretically and experimentally. The finite element method of analysis was employed in the theoretical investigation. Semi-loof thin shell elements were used to model a GRP prototype on which the experiments were performed. The stress distribution of the Echinodome under a static symmetric point load were investigated both experimentally and theoretically. Then the Southwell technique was employed in estimating the critical buckling load from deflection measurements. Experimental estimates were then compared with the numerical predictions in the form of non-linear collapse and non-linearbifurcation buckling loads. A free vibration was performed to determine the structural natural frequencies and typify the mode shapes. The shock response spectra of several pulse shapes were determined using the finite element method. The most severe loading function was established to be a step loading with infinite duration and zero ramping time and was then employed as the load-time history in an axisymmetric and symmetric non-linear dynamic buckling analysis. The dynamic collapse buckling loads were found to be smaller in magnitude than their static correspondents. A modal testing was then carried out on the Echinodome prototype to determine the experimental modal parameters (natural frequencies, damping values and mode shapes). Newly developed correlation techniques were adopted in the comparison of the experimentally derived parameters with those predicted and poorly modelled regions were identified. Great improvement was achieved by correcting the experimental data and updating the finite element model's boundary conditions. A set of underwater free field experiments was performed to determine the pulse characteristics for a specific explosive charge, followed by another set while the prototype was in a floating submerged state and acting as the target for the same explosive charge. A theoretical simulation was accomplished by employing a finite element-boundary element approximation for the modelling of the structure and infinite fluid media respectively. Measured responses were compared with the numerical predictions and means of acquiring better theoretical approximations are mentioned. The loading conditions to be experienced by an underwater LNG Echinodome vessel are reviewed with emphasis on accidental dynamic loads (impact and explosion). A state of the art storing configuration is proposed for the Echinodome in order to limit the extent of damage and hence minimise risk during upset conditions. Finally, appropriate design, construction and prestressing procedures were recommended.
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Ren, Z. "Progressive fracturing under dynamic loading conditions." Thesis, Swansea University, 1994. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.638644.

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The finite element method in conjunction with the theory of viscoplasticity, and to a lesser extent plasticity, have been used for modelling of plasticity base progressive fracturing in transient dynamic problems. The difficulties associated with the computational modelling of wave propagation problems are discussed. The central difference method is utilised for step-by-step direct time integration of equations of motion, which is coupled with the lumped mass and proportional damping matrices. Special attention is devoted to a correct integration of energy states. Computer implementation takes advantage of modern computer languages and programming techniques, which results in a efficient and fully portable computer code. The strain softening phenomenon is explained in some detail. The consequences of the change of type in the governing of classical rate-independent continuum at the onset of strain softening are investigated. As a solution to that problem, the enrichment of the continuum with the higher-order derivatives in form of strain-rate dependent model (viscoplasticity) is explored and unique, stable and mesh insensitive results are observed for mode-I and mode-II failure problems. A constitutive model for quasi-brittle materials is proposed. The progressive damage is assumed to be isotropic and is modelled with the decohesion process. To account for different behaviour of heterogeneous materials under increasing hydrostatic pressure the degree of softening is rendered state-of-stress dependent. The model is based on the Mohr-Coulomb yield criterion and non-associated flow rule is utilised. The problems associated with non-smoothly intersecting yield surfaces for Mohr-Coulomb yield criterion are discussed with emphasis on correct evaluation of the viscoplastic parameters in singular regions.
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Rhodes, Anthony Hallett. "The dynamic loading of highway pavements." Thesis, University of Ulster, 1997. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.336229.

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Moatamedi, Mojtaba. "Safe dynamic design of structures." Thesis, University of Sheffield, 2000. http://etheses.whiterose.ac.uk/3006/.

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The Design of structures under dynamic loading is a demanding subject in safety of engineering design since conventional static failure criteria are unable to deal with structures under transient loading. This work is a contribution to this significant phenomenon to investigate the response and failure of structures to pulse loading. An experimental rig has therefore been designed to achieve the target. A series of experiments has then been carried out to investigate the structural failure under pulse loading using a shock tunnel. A non-linear transient analysis of plates and cylindrical structures under pulse loading has also been performed using ANSYS finite element code in order to introduce a failure criterion for these specific conditions. A large-scale heat exchanger under pressure pulse loading was also analysed experimentally and numerically. The impulsive load has been chosen to be above the static design pressure to investigate the effects of impulsive load and its duration on the plate failure. A critical curve is presented to determine the critical pulse loading and its duration for structures. The relations between the transient pressure loading, its duration and the natural frequency of the structure are also explored. It is indicated that the value of the impulsive load on structures may exceed the static design pressure without structural failure. Both experimental work and numerical analyses suggest that the design criteria for structures under dynamic loading are more flexible than those under static loading in which no freedoms in deviation of any simple yield criterion exist. It is concluded that using a proper failure criterion for any specific problem can increase safe working region of the structures which leads to economical and safe dynamic design of structures.
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Donglei, Y. "Analysis of dynamic loading on cultivation implements." Thesis, University of Newcastle Upon Tyne, 1987. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.376227.

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Tan, Kian Sing. "Dynamic loading characteristics in metals and composites." Thesis, Monterey, California : Naval Postgraduate School, 2009. http://edocs.nps.edu/npspubs/scholarly/theses/2009/Dec/09Dec%5FTan_Kian_Sing.pdf.

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Thesis (M.S. in Mechanical Engineering)--Naval Postgraduate School, December 2009.
Thesis Advisor(s): Kwon, Young. Second Reader: Didoszak, Jarema. "December 2009." Description based on title screen as viewed on January 26, 2010. Author(s) subject terms: Tensile tests, Strain rate effects, Dynamic loading, Failure criterion. Includes bibliographical references (p. 37-38). Also available in print.
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Hossain, MD Tanvir. "Mobility in granular materials upon dynamic loading." Thesis, University of Sydney, 2020. https://hdl.handle.net/2123/22976.

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This Thesis explores the mechanisms controlling the mobility of large objects embedded in granular materials. The goal is to establish which loading conditions lead to their motion and to identify the underlying physical mechanisms. To this aim, laboratory experiments were conducted using a canonical mobility test, which involves uplifting a plate embedded in a dry granular packing vertically. The experimental conditions were varied in order to evidence the effect of the presence of water in the granular packing, and the effect of dynamic loadings whereby the plate is moved at different velocities or subjected to a cyclic force. Three main discoveries emerged from these experiments. The first discovery is the development of a drag force instability when the plate is driven at a constant and slow velocity, which vanishes at higher velocities. The second discovery is a visco-elastic dynamics developing in immersed packing, which is evidenced by drag force relaxation dynamic and a velocity-driven increase in drag force. The third discovery is a drop in packing resistance when the plate is subjected to a low magnitude cyclic force. The physical origin of these mobility responses is consistently analysed and rationalised, considering elementary mechanical processes. The conclusions of this Thesis form a fundamental basis to advance a variety of engineering discipline pertaining to foundation design, excavation techniques and bulk material handling.
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Mahut, Michael. "A discrete flow model for dynamic network loading." Thesis, National Library of Canada = Bibliothèque nationale du Canada, 2001. http://www.collectionscanada.ca/obj/s4/f2/dsk3/ftp04/NQ57470.pdf.

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Salvatorelli-D'Angelo, F. "Structural stability under dynamic loading of LNG tanks." Thesis, University of Oxford, 1988. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.235145.

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Smith, P. S. "Dynamic analysis of guyed masts to wind loading." Thesis, University of East London, 1996. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.388136.

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Books on the topic "Dynamic loading"

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R, Narayanan, and Roberts T. M. 1946-, eds. Structures subjected to dynamic loading. London: Elsevier Applied Science, 1991.

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Cheng, Franklin Y. Structural optimization: Dynamic loading applications. New York: Spon Press, 2010.

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Organisation for Economic Co-operation and Development., ed. Dynamic loading of pavements: Report. Paris: Organisation for Economic Co-operatiion and Development, 1992.

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Kenis, William. Pavement primary response to dynamic loading. McLean, VA: U.S. Dept. of Transportation, Federal Highway Administration, Research and Development, Turner-Fairbank Highway Research Center, 1997.

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Zhernokletov, Mikhail V., and Boris L. Glushak, eds. Material Properties under Intensive Dynamic Loading. Berlin, Heidelberg: Springer Berlin Heidelberg, 2006. http://dx.doi.org/10.1007/978-3-540-36845-8.

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Rhodes, Anthony Hallet. The dynamic loading of highway pavements. [s.l: The Author], 1997.

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J, Kappos Andreas, ed. Dynamic loading and design of structures. New York: Spon Press, 2001.

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V, Bushman A., Chomet S, and Shaner J. W, eds. Intense dynamic loading of condensed matter. Washington DC: Taylor & Francis, 1993.

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Kenis, William. Pavement primary response to dynamic loading. McLean, VA: U.S. Dept. of Transportation, Federal Highway Administration, Research and Development, Turner-Fairbank Highway Research Center, 1997.

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International, Conference on Impact Loading and Dynamic Behaviour of Materials (1987 Bremen Germany). Impact loading and dynamic behaviour of materials. Oberursel [Germany]: DGM Informationsgesellschaft Verlag, 1988.

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Book chapters on the topic "Dynamic loading"

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Weik, Martin H. "dynamic loading." In Computer Science and Communications Dictionary, 473. Boston, MA: Springer US, 2000. http://dx.doi.org/10.1007/1-4020-0613-6_5742.

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Keenahan, Jennifer, Eugene OBrien, Aleš Žnidarič, and Jan Kalin. "Dynamic load allowance." In Bridge Traffic Loading, 87–110. London: CRC Press, 2021. http://dx.doi.org/10.1201/9780429318849-4.

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Jandl, Elvira. "Static Versus Dynamic Loading." In Operations Research Proceedings, 306–11. Berlin, Heidelberg: Springer Berlin Heidelberg, 1995. http://dx.doi.org/10.1007/978-3-642-79459-9_56.

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Post, Daniel, Bongtae Han, and Peter Ifju. "Metallurgy, Fracture, Dynamic Loading." In Mechanical Engineering Series, 369–89. New York, NY: Springer US, 1994. http://dx.doi.org/10.1007/978-1-4612-4334-2_12.

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Aoki, N., and V. F. B. de Mello. "Dynamic loading test curves." In Application of Stress-Wave Theory to Piles, 525–30. London: Routledge, 2022. http://dx.doi.org/10.1201/9781315137544-78.

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Aoki, N., and V. F. B. de Mello. "Dynamic loading test curves." In Application of Stress-Wave Theory to Piles, 710. London: Routledge, 2022. http://dx.doi.org/10.1201/9781315137544-116.

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McKinley, Todd. "Instability: Dynamic Loading Models." In Post-Traumatic Arthritis, 101–12. Boston, MA: Springer US, 2015. http://dx.doi.org/10.1007/978-1-4899-7606-2_9.

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Chatjigeorgiou, Ioannis K. "Extreme Loading—Dynamic Buckling." In Synthesis Lectures on Ocean Systems Engineering, 167–93. Cham: Springer International Publishing, 2023. http://dx.doi.org/10.1007/978-3-031-24827-6_7.

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Glushak, B. L., O. A. Tyupanova, and Yu V. Batkov. "Dynamic Strength of Materials." In Material Properties under Intensive Dynamic Loading, 221–75. Berlin, Heidelberg: Springer Berlin Heidelberg, 2006. http://dx.doi.org/10.1007/978-3-540-36845-8_6.

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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, 325–59. Cham: 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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Conference papers on the topic "Dynamic loading"

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Moshier, Monty, Ronald Hinrichsen, Gregory Czarnecki, David Barret, and Michael Weisenbach. "Dynamic Loading Methodologies." In 43rd AIAA/ASME/ASCE/AHS/ASC Structures, Structural Dynamics, and Materials Conference. Reston, Virigina: American Institute of Aeronautics and Astronautics, 2002. http://dx.doi.org/10.2514/6.2002-1492.

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Pelikán, Jan. "Dynamic Containers Loading Problem." In Hradec Economic Days 2019, edited by Petra Maresova, Pavel Jedlicka, and Ivan Soukal. University of Hradec Kralove, 2019. http://dx.doi.org/10.36689/uhk/hed/2019-02-020.

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Shapiro, Marc. "Domains and dynamic loading." In the 3rd workshop. New York, New York, USA: ACM Press, 1988. http://dx.doi.org/10.1145/504092.504127.

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Tamura, Ichiro, Shinichi Matsuura, Ryuya Shimazu, and Koji Kimura. "Categorization of Dynamic Loading Into Force-Controlled Loading and Displacement-Controlled Loading." In ASME 2018 Pressure Vessels and Piping Conference. American Society of Mechanical Engineers, 2018. http://dx.doi.org/10.1115/pvp2018-85098.

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To investigate the behavior of inelastic single-degree-of-freedom systems, the maximum restoring forces and maximum deformations of the systems due to a harmonic excitation are calculated and drawn as a diagram. These systems have restoring forces characterized by bilinear skeleton curve of the kinematic hardening type. The diagram shows two types of characteristics, and the dynamic loadings can be categorized into force-controlled loading and displacement-controlled loading.
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Sun, Yong, Yongle Zhang, Kaijun Fan, Ruiying Li, Yuan Feng, and Hongyue Geng. "A dynamic target loading method." In International Conference on Mechanical Design and Simulation (MDS 2022), edited by Dongyan Shi and Guanglei Wu. SPIE, 2022. http://dx.doi.org/10.1117/12.2638893.

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Skripnyak, Vladimir A., Maxim Chirkov, Evgeniya G. Skripnyak, and Vladimir V. Skripnyak. "Pentamode Metamaterials under Dynamic Loading." In 2020 7th International Congress on Energy Fluxes and Radiation Effects (EFRE). IEEE, 2020. http://dx.doi.org/10.1109/efre47760.2020.9242159.

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"Effect of Loading Rate on Bond Behavior Under Dynamic Loading." In SP-175: Concrete and Blast Effects. American Concrete Institute, 1998. http://dx.doi.org/10.14359/5922.

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Miyamoto, H. Kit, and Douglas Taylor. "Structural Control of Dynamic Blast Loading." In Structures Congress 2000. Reston, VA: American Society of Civil Engineers, 2000. http://dx.doi.org/10.1061/40492(2000)116.

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Bourne, N. K. "Dynamic Loading of a Designer Composite." In SHOCK COMPRESSION OF CONDENSED MATTER - 2003: Proceedings of the Conference of the American Physical Society Topical Group on Shock Compression of Condensed Matter. AIP, 2004. http://dx.doi.org/10.1063/1.1780332.

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Broberg, Niklas. "Haskell server pages through dynamic loading." In the 2005 ACM SIGPLAN workshop. New York, New York, USA: ACM Press, 2005. http://dx.doi.org/10.1145/1088348.1088353.

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Reports on the topic "Dynamic loading"

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DeGiorgi, Virginia G. Stress Field Variations during Dynamic Loading. Fort Belvoir, VA: Defense Technical Information Center, October 1991. http://dx.doi.org/10.21236/ada242121.

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Mohaupt, H. Instrumentation of dynamic gas pulse loading system. Office of Scientific and Technical Information (OSTI), April 1992. http://dx.doi.org/10.2172/5434443.

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Palazotto, A. N., and L. N. Grummadi. Failure Characteristics of Sandwich Plates Under Static and Dynamic Loading. Fort Belvoir, VA: Defense Technical Information Center, October 1997. http://dx.doi.org/10.21236/ada338022.

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Symonds, P. S. Dynamic Plastic Instabilities in Nonlinear Inelastic Response to Pulse Loading. Fort Belvoir, VA: Defense Technical Information Center, November 1991. http://dx.doi.org/10.21236/ada244486.

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Mohaupt, H. Instrumentation of Dynamic Gas Pulse Loading system. Final technical report. Office of Scientific and Technical Information (OSTI), July 1993. http://dx.doi.org/10.2172/10172424.

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Leong, Andrew, Elaine Asare, Vignesh Kannan, Qinglei Zeng, David Montgomery, KT Ramesh, and Todd Hufnagel. Evolution of pore size distribution of sandstone under dynamic loading. Office of Scientific and Technical Information (OSTI), February 2023. http://dx.doi.org/10.2172/1924394.

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Robbins, Joshua, Remi Philippe Michel Dingreville, Thomas Eugene Voth, and Michael David Furnish. LDRD final report : mesoscale modeling of dynamic loading of heterogeneous materials. Office of Scientific and Technical Information (OSTI), December 2013. http://dx.doi.org/10.2172/1121927.

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Vorobiev, O. Advanced discrete-continuum methods for dynamic loading of tunnels by ground shocks. Office of Scientific and Technical Information (OSTI), April 2013. http://dx.doi.org/10.2172/1077178.

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Olson, R. J., R. L. Wolterman, G. M. Wilkowski, and C. A. Kot. Validation of analysis methods for assessing flawed piping subjected to dynamic loading. Office of Scientific and Technical Information (OSTI), August 1994. http://dx.doi.org/10.2172/10176738.

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Mohaupt, H. Instrumentation of dynamic gas pulse loading system. Technical progress report, first quarter 1992. Office of Scientific and Technical Information (OSTI), April 1992. http://dx.doi.org/10.2172/10137191.

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