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Автор: Grafiati
Опубліковано: 30 травня 2022
Оновлено: 31 травня 2022

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Статті в журналах з теми "Quasi-static analysis"

1

Bociu, Lorena, and Justin T. Webster. "Nonlinear quasi-static poroelasticity." Journal of Differential Equations 296 (September 2021): 242–78. http://dx.doi.org/10.1016/j.jde.2021.05.060.

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2

Murakami, Hidenori. "Static and dynamic analyses of tensegrity structures. Part II. Quasi-static analysis." International Journal of Solids and Structures 38, no. 20 (May 2001): 3615–29. http://dx.doi.org/10.1016/s0020-7683(00)00233-x.

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3

KEMPF, Roland, Yuichi KURITA, Yoshichika IIDA, Makoto KANEKO, Hiromu K. MISHIMA, Hidetoshi TSUKAMOTO, and Eiichiro SUGIMOTO. "2P1-C02 Quasi-static analysis of eye pressure measurement in non-contact tonometry." Proceedings of JSME annual Conference on Robotics and Mechatronics (Robomec) 2006 (2006): _2P1—C02_1—_2P1—C02_3. http://dx.doi.org/10.1299/jsmermd.2006._2p1-c02_1.

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4

Ji, Guo Ming, Gang Sun, and Gen Yuan Zhang. "Quasi-Static Analysis of Stiffened Plate under Axial Pressure." Applied Mechanics and Materials 226-228 (November 2012): 1190–93. http://dx.doi.org/10.4028/www.scientific.net/amm.226-228.1190.

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Quasi-static analysis is of a simulation of static problem with motion analysis which restricting the load velocity so that the outcome we got can only have a little inertia influence which we can neglect. In order to solving stability problem of stiffened plate under axial pressure, we adopt this quasi-static analysis which applying displacement on structure. In pro-buckling, compared to the static analysis, quasi-static analysis can get the structure responses accurately with less time cost; In post-buckling, quasi-static analysis can get the structure responses which static analysis can’t get. With this we provide a new method in static problem
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5

Fiaschi, Alice, Dorothee Knees, and Ulisse Stefanelli. "Young-Measure Quasi-Static Damage Evolution." Archive for Rational Mechanics and Analysis 203, no. 2 (November 16, 2011): 415–53. http://dx.doi.org/10.1007/s00205-011-0474-3.

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6

Benallal, A. "Structural analysis in quasi‐static elasto‐viscoplasticity." Engineering Computations 3, no. 4 (April 1986): 323–30. http://dx.doi.org/10.1108/eb023674.

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7

Jones, Norman. "Quasi-static analysis of structural impact damage." Journal of Constructional Steel Research 33, no. 3 (January 1995): 151–77. http://dx.doi.org/10.1016/0143-974x(94)00002-y.

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8

Mallek, Abdelhafid, Abdelkader Miloudi, Mokhtar Khaldi, Mohammed-Mokhtar Bouziane, Belabbes Bachir Bouiadjra, Habiba Bougherara, and Richie H. S. Gill. "Quasi-static analysis of hip cement spacers." Journal of the Mechanical Behavior of Biomedical Materials 116 (April 2021): 104334. http://dx.doi.org/10.1016/j.jmbbm.2021.104334.

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9

Ahmad, Suhail, and T. K. Datta. "Probabilistic Pseudo-Static Analysis of Risers." Journal of Offshore Mechanics and Arctic Engineering 112, no. 1 (February 1, 1990): 58–64. http://dx.doi.org/10.1115/1.2919836.

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Under many sea states, the marine risers behave in a quasi-static manner. The statistics of the response of the marine risers to random sea states producing quasi-static loading is determined using the spectral description of the sea states. The analysis procedure is similar to that proposed by Burrows [2] for offshore structures. The distribution of the response obtained by the proposed method is compared with those derived from the simulation studies in which ensemble of response time histories is computed from artificially generated histories of water particle kinematics for a given sea state. The results of the study indicate that the distribution of the quasi-static response can be adequately modeled by Pierson-Holmes [4] distribution.
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10

Garroni, Adriana, and Christopher J. Larsen. "Threshold-based Quasi-static Brittle Damage Evolution." Archive for Rational Mechanics and Analysis 194, no. 2 (October 2, 2008): 585–609. http://dx.doi.org/10.1007/s00205-008-0174-9.

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Дисертації з теми "Quasi-static analysis"

1

Gotts, Anthony C. "Finite element analysis of dynamic linear viscoelastic materials." Thesis, Coventry University, 2002. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.246580.

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2

Gehin, Jess C. (Jess Charles). "A quasi-static polynomial nodal method for nuclear reactor analysis." Thesis, Massachusetts Institute of Technology, 1992. http://hdl.handle.net/1721.1/17309.

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3

Joni, Jeffry Hartono. "Quasi-static force analysis of an automated live-bird transfer system." Thesis, Georgia Institute of Technology, 2000. http://hdl.handle.net/1853/16781.

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4

Prewitt, Thomas Joseph. "Quasi-static, Deformable-body Analysis of a Face Gear-Thrust Bearing System." The Ohio State University, 2012. http://rave.ohiolink.edu/etdc/view?acc_num=osu1344867144.

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5

Pandey, Vinayak. "Quasi-Static and Creep Behavior of Enhanced SIC/SIC Ceramic Matrix Composites." Thesis, Virginia Tech, 2000. http://hdl.handle.net/10919/33959.

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Continuous Fiber Reinforced Ceramic Composites (CFCC's) are being currently investigated as potential materials for high temperature applications such as combustor liners in stationary gas turbines. The creep behavior of woven Enhanced SiC/SiC composites was studied at temperatures from 600 to 1200 °C and at 140 to 220 MPa stress levels. Most researchers studying the creep behavior of ceramic matrix composites (CMCs) use the time hardening model and rate equations for expressing the dependence of creep strain on time, temperature and stress. Such laws, although simple and easy to use, are inadequate to represent the creep behavior over a range of stress levels and temperatures and cannot be used to quantify the pest phenomenon commonly observed in CMCs. Hence, these laws were modified to include the pest phenomenon and an empirical equation was developed that can be used to represent the creep behavior at various stresses and temperatures. The modified equation was used in the finite element analysis and the results were compared with the time and strain hardening models. Microscopic observations on the fractured surfaces revealed the pseudo-ductile behavior of the material at high temperatures. A quasi-static test was conducted at 1200 °C to determine the unloading response of the material. The stress-strain response of the composite demonstrates a hysterisis loop and a small amount of permanent strain, which are characteristic of the CMC's [3]. Finally, a test was conducted at 1200 oC to investigate the recovery behavior of the material. The material exhibits a tendency to recover the accumulated creep strain as well as the small permanent strain upon unloading, if sufficient time is allowed for recovery.

The creep data were also modeled using the representations such as Monkmon-Grant and Larsen-Miller equations. A modified Monkman-Grant equation was used to model the stratification of the creep strain rate data with temperature. A finite element model based on the plasticity theory was developed to simulate the quasi-static cyclic behavior of the material. Though the loading behavior of CMCs can be modeled using the bilinear or multilinear kinematic hardening plasticity models, the unloading behavior as predicted by the models is entirely different from the experimentally observed behavior. Hence, these models were modified to correctly predict the stress-strain behavior. The model, which was input via a user defined subroutine into the ANSYS finite element program uses the concept of state or internal variables to define the unloading portion of the stress-strain curve. The results were compared with the test data and they show very good agreement. The model was then used to predict the stress-strain response of a plate with a notch. The results from the analysis were compared with the experimental data and they show good agreement if average values of strains are considered.
Master of Science

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Ghafoori, Roozbahany Ehsan. "Fracture testing and evaluation of asphalt pavement joints in quasi static tension mode." Thesis, KTH, Väg- och banteknik, 2012. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-96672.

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Asphalt joints are inevitable parts of every pavement. They are constructed for different reasons. Although much attention is dedicated to the construction joints (hot with hot pavement), a scientific approach for cold joints (cold with hot pavement) with respect to large patch constructions is still missing. This report tries to evaluate existing construction techniques and to suggest new testing methods of tests. Although, indirect tensile tests IDT and direct tension tests DTT are familiar in the field of asphalt pavement characterization, they have not been used for the assessment of joint quality so far. In this report, these two test types are evaluated and the results are analyzed using finite element software ABAQUS. The results of the comparison of joint compaction techniques on a laboratory scale suggest that joints with angles seem to show more promising behavior than vertical joints. Also, starting compaction from the hot side generally produces better results than compaction starting from cold side.
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Harris, John O. Spence Allan D. "Geometric and quasi-static thermal error compensation of a laser digitizer on a coordinate measuring machine." *McMaster only, 2004.

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8

Chai, K. W. "Unified non-quasi-static current modelling of the long-channel four-terminal MOSFET for large-signal analysis." Thesis, Swansea University, 1991. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.636220.

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Puigvert, Cobos Francesc. "Analysis of circular bond-type anchorages for prestressing composite rods under quasi-static, fatigue and time-dependent loads." Doctoral thesis, Universitat Politècnica de Catalunya, 2014. http://hdl.handle.net/10803/284216.

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En estructures pretesades sotmeses a ambients corrosius, s'està estudiant la possibilitat de substituir els tendons d’acer per tendons que no pateixin els efectes de la corrosió. En aquest sentit, els materials compostos Fibre Reinforced Polymer (FRP) són una opció duradora en el disseny d'estructures de formigó pretesat degut a les seves altes propietats mecàniques, pes lleuger i alta resistència a la corrosió. No obstant, un dels reptes associats amb aquesta opció es troba en el desenvolupament d'un sistema d'ancoratge adequat per als tendons de FRP . Per això aquesta investigació ha estudiat la resposta mecànica d’ancoratges d’unió adhesiva per a tendons de FRP sota càrregues quasi-estàtiques, de fatiga i en funció del temps. Aquest objectiu s'ha aconseguit mitjançant la combinació d'una campanya experimental i un treball de modelatge amb el mètode dels elements finits. En aquest sentit s’han dut a terme assaigs experimentals quasi-estàtics en els ancoratges d’unió adhesiva, observant que la ruptura del sistema es produïa en la unió adhesiva entre l’adhesiu i el tendó. En conseqüència, les principals variables estudiades van ser l’espessor de l'adhesiu i la longitud d’adhesió. A través d’una campanya de modelatge numèric amb diferents models, de complexitat creixent, del material adhesiu, es va investigar la resposta quasi-estàtica de l'ancoratge i el seu mecanisme de fallada. El model numèric va ser capaç de predir les dades enregistrades experimentalment quan el modelatge de l’adhesiu es va realitzar amb elements cohesius amb dany progressiu. A més, s’ha desenvolupat una formulació analítica (i validat amb èxit) amb l'objectiu de proporcionar una distribució aproximada de les tensions de tall que es produeixen en la capa adhesiva per ancoratges amb adhesius que es comporten principalment elàstic lineal fins a ruptura. D’altra banda l'ancoratge d’unió adhesiva també es va investigar sota els fenòmens dependents del temps. Per això es van dur a terme assaigs de fluència en unions simples Single Lap Joints ( SLJs ), per tal d'obtenir una llei experimental de fluència, i es van realitzar assaigs de relaxació de la tensió en els ancoratges per estudiar la pèrdua de càrrega en funció del temps. Durant aquests assaigs de relaxació es va estudiar la tècnica del retesat amb l’objectiu d’estudiar l’evolució de les pèrdues de tensió. Es va observar que la tècnica del retesat permet assolir càrregues de treball superiors amb una pèrdua de càrrega mínima. A més a través d’un model visco-plàstic es va predir el temps de fallada a fluència de les SLJs i els ancoratges, basat en la llei de Bailey-Norton i calibrat amb les dades experimentals obtingudes en els assaigs de fluència de les SLJs. El dany de fluència es va modelar mitjançant la degradació de la tensió de fluència plàstica de l'adhesiu i el model numèric es va utilitzar per predir la pèrdua de càrrega dels ancoratges sota el fenomen de relaxació de la tensió. Els resultats enregistrats experimentalment van ser predits adequadament amb el model numèric proposat. Finalment, es va investigar la resposta a la fatiga dels ancoratges d’unió adhesiva. Es van avaluar quatre configuracions d’ancoratge sota tres càrregues de fatiga d'amplitud constant. Els resultats experimentals van permetre l’obtenció d’una corba de vida a fatiga dels ancoratges en funció del nombre de cicles. Mitjançant el mètode d’elements finits, també es va investigar el comportament a fatiga. La llei cohesiva obtinguda en l'anàlisi quasi-estàtic es va utilitzar en el model de la fatiga, on el dany per fatiga s’ha basat en la degradació de les propietats dels elements cohesius. El model numèric va predir amb èxit l'evolució dany per fatiga i la vida per fatiga observada experimentalment . A partir del treball experimental i numèric realitzat en aquesta recerca, es proposen les recomanacions més pertinents per a un possible ús dels ancoratges d’unió adhesiva per tendons FRP en aplicacions de pretensat.
In prestressed structures subjected to corrosive environments, consideration is being given to replacing the steels tendons with non-corrosive tendons. In this respect, Fibre Reinforced Polymer (FRP) materials are a durable option in the design of prestressed concrete structures for use in corrosive environments due to their high mechanical properties, light weight and high resistance to corrosion. However, one of the challenges associated with this option lies in developing a suitable anchorage system for FRP tendons. In the present work, the mechanical response of circular adhesively bonded anchorages for FRP tendons has been investigated under quasi-static, time-dependent and fatigue loading. This has been achieved through a combination of an experimental campaign and finite element modelling work. Experimental quasi-static tests of adhesively bonded anchorages were undertaken with failure occurring in the adhesive-tendon interface. The main variables assessed were the adhesive thickness and the bonded length. In order to investigate the quasi-static response of the bonded anchorage and its failure mechanism, a campaign of numerical modelling was carried out with different material models of increasing complexity for the adhesive layer. A cohesive zone model with progressive damage in the bonded joint was found to be in reasonable agreement with the experimentally recorded data. Additionally, an analytical formulation was developed (and validated against experimental data) with the aim to provide an approximate shear stress distribution in the bonded joint for circular anchors with adhesives which mainly behave linearly elastic up to failure. The adhesively bonded anchor for FRP tendons was also investigated under the time-dependent phenomena. Creep tests on Single Lap Joints (SLJs) were conducted in order to obtain an experimental creep law whereas stress relaxation tests were conducted on adhesively bonded anchorages to study the load loss in time. Furthermore, the restressing technique was assessed during the stress relaxation tests by restressing the specimens, to the original tensioning load, when the load loss was stabilised and constant. It was found that the restressing technique allows for the working load of the composite tendon to be reached with a minimum load loss. A visco-plastic material model, based on the Bailey-Norton law, was calibrated with the experimental data obtained from the creep tests and utilised to predict the creep time to failure of SLJs and anchorages. The creep damage was modelled by degrading the plastic yield stress of the adhesive. The viscoelastic model was also used to predict the load loss of the anchors under the stress relaxation phenomenon. The predicted load loss results were found to be in good agreement with the experimental results recorded. Finally, the fatigue response of the bonded anchorages was investigated. Anchorages with four different adhesive thicknesses were evaluated under three constant amplitude fatigue loadings. The experimental fatigue response of adhesively bonded anchorages was discussed and an experimental load-life average curve was obtained for all the anchorages. The fatigue behaviour was also predicted using Finite Element Analysis. A multi-linear traction-separation cohesive zone model was implemented at the adhesive-tendon interface. The cohesive law obtained in the quasi-static analysis was utilised in the fatigue model. The fatigue damage model utilised in this research was based on the degradation of the cohesive elements taking into account the fatigue damage evolution. The damage model was able to successfully predict the fatigue damage evolution and failure life experimentally observed. From the experimental and numerical work conducted in this investigation, the most relevant recommendations are proposed for a potential use of adhesively bonded anchorages for CFRP tendons in prestressing applications.
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Vasudevan, Satish. "AN INVESTIGATION OF QUASI-STATIC BEHAVIOR, HIGH CYCLE FATIGUE AND FINAL FRACTURE BEHAVIOR OFALUMINUM ALLOY 2024 AND ALUMINUM ALLOY 2219." Akron, OH : University of Akron, 2007. http://rave.ohiolink.edu/etdc/view?acc%5Fnum=akron1193668130.

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Thesis (M.S.)--University of Akron, Dept. of Mechanical Engineering, 2007.
"December, 2007." Title from electronic thesis title page (viewed 02/23/2008) Advisor, T. S. Srivatsan; Faculty readers, Craig Menzemer, Amit Prakash; Department Chair, Celal Batur; Dean of the College, George K. Haritos; Dean of the Graduate School, George R. Newkome. Includes bibliographical references.
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Книги з теми "Quasi-static analysis"

1

Goldberg, B. Quasi-static probabilistic structural analyses process and criteria. [Huntsville, Ala.]: National Aeronautics and Space Administration, Marshall Space Flight Center, 1999.

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Goldberg, B. Quasi-static probabilistic structural analyses process and criteria. [Huntsville, Ala.]: National Aeronautics and Space Administration, Marshall Space Flight Center, 1999.

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Goldberg, B. Quasi-static probabilistic structural analyses process and criteria. [Huntsville, Ala.]: National Aeronautics and Space Administration, Marshall Space Flight Center, 1999.

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Goldberg, B. Quasi-static probabilistic structural analyses process and criteria. [Huntsville, Ala.]: National Aeronautics and Space Administration, Marshall Space Flight Center, 1999.

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5

Verderaime, V. Inherent conservatism in deterministic quasi-static structural analysis. Linthicum Heights: NASA CEnter for AeroSpace Information, 1997.

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6

Kelkar, Ajit Dhundiraj. Analyses of quasi-isotropic composite plates under quasi-static point loads simulating low-velocity impact phenomena. Norfolk, Va: Old Dominion University, 1985.

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7

V, Verderaime, George C. Marshall Space Flight Center., and United States. National Aeronautics and Space Administration., eds. Quasi-static probabilistic structural analyses process and criteria. [Huntsville, Ala.]: National Aeronautics and Space Administration, Marshall Space Flight Center, 1999.

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8

Inherent conservatism in deterministic quasi-static structural analysis. [Marshall Space Flight Center, Ala.]: National Aeronautics and Space Administration, Marshall Space Flight Center, 1997.

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9

Mannikko, Paul Douglas. Implementation of a full-wave/quasi-static hybrid method for analysis of axially symmetric thin-wire antennas with capacitive loads. 1988.

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Частини книг з теми "Quasi-static analysis"

1

Schultz-Münzenberg, Christian, Christian Jäger, Reinhard Conradt, Kurt Binder, Walter Kob, and Rolf Brückner. "The Quasi-Static Structure of Oxide Glasses." In Analysis of the Composition and Structure of Glass and Glass Ceramics, 141–311. Berlin, Heidelberg: Springer Berlin Heidelberg, 1999. http://dx.doi.org/10.1007/978-3-662-03746-1_3.

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Glicksman, Martin E., Afina Lupulescu, and Matthew B. Koss. "Quasi-static Melting of Crystals: Experiments and Analysis." In Free Boundary Problems, 167–75. Basel: Birkhäuser Basel, 2003. http://dx.doi.org/10.1007/978-3-0348-7893-7_13.

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Russell, B. P., V. S. Deshpande, and N. A. Fleck. "Quasi-Static Compression of Carbon Fibre Square Honeycombs." In Experimental Analysis of Nano and Engineering Materials and Structures, 131. Dordrecht: Springer Netherlands, 2007. http://dx.doi.org/10.1007/978-1-4020-6239-1_64.

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Telega, Józef Joachim. "Quasi-Static Signorini’s Contact Problem with Friction and Duality." In Unilateral Problems in Structural Analysis IV, 199–214. Basel: Birkhäuser Basel, 1991. http://dx.doi.org/10.1007/978-3-0348-7303-1_14.

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Wall, Mitchell, Matthew S. Allen, and Iman Zare. "Predicting S4 Beam Joint Nonlinearity Using Quasi-Static Modal Analysis." In Nonlinear Structures and Systems, Volume 1, 39–51. Cham: Springer International Publishing, 2019. http://dx.doi.org/10.1007/978-3-030-12391-8_5.

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6

Wells, G. N., R. de Borst, and L. J. Sluys. "Analysis of Cohesive Cracks Under Quasi-Static and Dynamic Loading." In IUTAM Symposium on Analytical and Computational Fracture Mechanics of Non-Homogeneous Materials, 293–302. Dordrecht: Springer Netherlands, 2002. http://dx.doi.org/10.1007/978-94-017-0081-8_32.

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Durrenberger, L., A. Rusinek, A. Molinari, and D. Cornette. "Effect of a Quasi-Static Prestrain on Subsequent Dynamic Tensile Curves." In Experimental Analysis of Nano and Engineering Materials and Structures, 735–36. Dordrecht: Springer Netherlands, 2007. http://dx.doi.org/10.1007/978-1-4020-6239-1_365.

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Jakobsen, J., E. Bozhevolnaya, and O. T. Thomsen. "Quasi-Static Testing of New Peel Stopper Design for Sandwich Structures." In Experimental Analysis of Nano and Engineering Materials and Structures, 745–46. Dordrecht: Springer Netherlands, 2007. http://dx.doi.org/10.1007/978-1-4020-6239-1_370.

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Lima, Kelly, and Fernando Diefenthaeler. "Analysis of Elasticity Index of a Bovine Beef by Quasi Static Elastography." In XXVI Brazilian Congress on Biomedical Engineering, 47–50. Singapore: Springer Singapore, 2019. http://dx.doi.org/10.1007/978-981-13-2517-5_7.

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Serpieri, Roberto, and Francesco Travascio. "Analysis of the Quasi-static Consolidation Problem of a Compressible Porous Medium." In Advanced Structured Materials, 169–81. Singapore: Springer Singapore, 2017. http://dx.doi.org/10.1007/978-981-10-3452-7_5.

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Тези доповідей конференцій з теми "Quasi-static analysis"

1

Stievenart, Quentin, David Binkley, and Coen De Roover. "QSES: Quasi-Static Executable Slices." In 2021 IEEE 21st International Working Conference on Source Code Analysis and Manipulation (SCAM). IEEE, 2021. http://dx.doi.org/10.1109/scam52516.2021.00033.

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Nejjari, F., R. Perez, and T. Escobet. "Diagnosability Analysis using Quasi-Static Models." In IECON 2006 - 32nd Annual Conference on IEEE Industrial Electronics. IEEE, 2006. http://dx.doi.org/10.1109/iecon.2006.347678.

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3

Pop, Nicolae, Theodore E. Simos, George Psihoyios, and Ch Tsitouras. "Quasi-Static Frictional Contact in Solid Mechanics." In NUMERICAL ANALYSIS AND APPLIED MATHEMATICS: International Conference on Numerical Analysis and Applied Mathematics 2009: Volume 1 and Volume 2. AIP, 2009. http://dx.doi.org/10.1063/1.3241228.

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4

Choo, J., H. S. Park, Y. Cho, Yong-Hwa Kim, and Ho Joong Choi. "Quasi-static analysis of slotted coaxial cable." In 2017 IEEE International Symposium on Antennas and Propagation & USNC/URSI National Radio Science Meeting. IEEE, 2017. http://dx.doi.org/10.1109/apusncursinrsm.2017.8072515.

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5

Karmakar, Nemai, Sushim Roy, Isaac Balbin, and Gerhard Swiegers. "Quasi-Static Analysis of Defected Ground Structure." In TENCON 2005 - 2005 IEEE Region 10 Conference. IEEE, 2005. http://dx.doi.org/10.1109/tencon.2005.300904.

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6

Simpson, Ted. "Limits of quasi-static analysis with small antennas." In 2009 IEEE Antennas and Propagation Society International Symposium (APSURSI). IEEE, 2009. http://dx.doi.org/10.1109/aps.2009.5171927.

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7

Lim, Y. C. M. "Quasi-static numerical analysis of loop-gap resonator." In The 27th annual review of progress in quantitative nondestructive evaluation. AIP, 2001. http://dx.doi.org/10.1063/1.1373792.

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8

Shivaswamy, Shashishekar, Jianmin Li, and Hamid M. Lankarani. "Impact Analysis of Plates Using Quasi-Static Approach." In ASME 1994 Design Technical Conferences collocated with the ASME 1994 International Computers in Engineering Conference and Exhibition and the ASME 1994 8th Annual Database Symposium. American Society of Mechanical Engineers, 1994. http://dx.doi.org/10.1115/detc1994-0089.

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Abstract Impact calculations suffer from several practical limitations which limit their application to establishing the approximate magnitude of the various phenomena involved. The transient force deformation response of a body subjected to impact can be explained accurately using stress wave propagation theory. As this approach is very complicated, a simpler quasi-static approach with non-linear force deformation Hertz relations can be employed for impact analysis. However, these relations can not explain the energy absorption and permanent deformations encountered during the impact. This necessitates independent non-linear force-deformation relations for compression and restitution phases of impact. In the present paper, impact tests conducted on Aluminum and Steel plates have been reported. The impact response of the system was compared with the various theoretical quasi-static force models. Considering the assumptions made in the quasi-static force models, the experimental results matched very well with the theoretical results. Non-linear force-deformation model with independent relations for compression and restitution phases was found to be the best approach to analyze impact problems. The value of the index in the non-linear force-deformation relations was found to be approximately 1.71 and 1.78 for Aluminum and Steel respectively. The values of impact parameters for a given material were found to depend on impact velocity.
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Kabrits, Sergey A., and Eugeny P. Kolpak. "Quasi-static axisymmetric eversion hemispherical domes made of elastomers." In INTERNATIONAL CONFERENCE OF NUMERICAL ANALYSIS AND APPLIED MATHEMATICS 2015 (ICNAAM 2015). Author(s), 2016. http://dx.doi.org/10.1063/1.4951939.

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Lv, Tianqi, Peijun Xu, and Yunqing Zhang. "Powertrain Motion Control Analysis under Quasi-Static Extreme Loads." In SAE 2016 World Congress and Exhibition. 400 Commonwealth Drive, Warrendale, PA, United States: SAE International, 2016. http://dx.doi.org/10.4271/2016-01-0439.

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Звіти організацій з теми "Quasi-static analysis"

1

Sevy, R. H. Quasi-static transient analysis. Office of Scientific and Technical Information (OSTI), October 1985. http://dx.doi.org/10.2172/712226.

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2

Briggs, Timothy, Shawn Allen English, and Stacy Michelle Nelson. Quasi-Static Indentation Analysis of Carbon-Fiber Laminates. Office of Scientific and Technical Information (OSTI), December 2015. http://dx.doi.org/10.2172/1234188.

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3

Gehin, Jess C. A quasi-static polynomial nodal method for nuclear reactor analysis. Office of Scientific and Technical Information (OSTI), September 1992. http://dx.doi.org/10.2172/10102801.

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4

Wereszczak, Andrew A., Timothy Philip Kirkland, Kevin T. Strong, and Timothy Holmquist. ORNL Quasi-Static Mechanical Characterization and Analysis: FY09 Annual Report to TARDEC. Office of Scientific and Technical Information (OSTI), December 2009. http://dx.doi.org/10.2172/970913.

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5

Grinfeld, Michael, John Niederhaus, and Andrew Porwitzky. Using the ALEGRA Code for Analysis of Quasi-Static Magnetization of Metals. Fort Belvoir, VA: Defense Technical Information Center, September 2015. http://dx.doi.org/10.21236/ada621899.

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6

Fugelso, L. E., E. M. Van Eeckhout, M. E. Marshall, and M. M. Morgan. Use of three computer codes in the analysis of tunnel intersection stability under quasi-static loading. Office of Scientific and Technical Information (OSTI), May 1989. http://dx.doi.org/10.2172/6310973.

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7

Sheng, I. C., and J. Howell. Quasi-static thermoelastic analysis for a semi-infinite plane subjected to a Gaussian heat source: Beam missteering of the storage ring in the APS. Office of Scientific and Technical Information (OSTI), July 1995. http://dx.doi.org/10.2172/93510.

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8

Wang, Wei, Michael Brown, Matteo Ciantia, and Yaseen Sharif. DEM simulation of cyclic tests on an offshore screw pile for floating wind. University of Dundee, December 2021. http://dx.doi.org/10.20933/100001231.

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Screw piles need to be upscaled for offshore use e.g. being an alternative foundation and anchor form for offshore floating wind turbines, although the high demand of vertical installation forces could prevent its application if conventional pitch-matched installation is used. Recent studies, using numerical and centrifuge physical tests, indicated that the vertical installation force can be reduced by adopting over-flighting which also improved axial uplift capacity of the screw pile. The current study extends the scope to axial cyclic performance with respect to the installation approach. Using quasi-static discrete element method (DEM) simulation it was found that the over-flighted screw pile showed a lower displacement accumulation rate, compared to a pitch-matched installed pile, in terms of load-controlled cyclic tests. Sensitivity analysis of the setup of the cyclic loading servo shows the maximum velocity during the tests should be limited to avoid significant exaggeration of the pile displacement accumulation but this may lead to very high run durations.
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9

Chang Oh. HyPEP FY-07 Report: Initial Calculations of Component Sizes, Quasi-Static, and Dynamics Analyses. Office of Scientific and Technical Information (OSTI), July 2007. http://dx.doi.org/10.2172/915538.

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