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Journal articles on the topic 'Quasi-static analysis'

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Published: 30 May 2022
Last updated: 31 May 2022

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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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11

Yuqiu, Zhao, and Lin Wel. "Numerical solution to problems concerning quasi-static thermoelasticity." Applicable Analysis 57, no. 1-2 (June 1995): 221–34. http://dx.doi.org/10.1080/00036819508840348.

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12

He, Xiao Cong. "Comparisons of Linear and Nonlinear FEA of Adhesively Bonded Beams." Advanced Materials Research 1088 (February 2015): 763–68. http://dx.doi.org/10.4028/www.scientific.net/amr.1088.763.

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The effect of boundary conditions on the stress distributions in single-lap adhesively bonded cantilevered beams has been investigated using the three-dimensional linear static and non-linear quasi-static finite element method. The displacement obtained from the linear static and the non-linear quasi-static analyses are compared under the same deformation scale factor for three typical boundary conditions. The analysis results indicate that there are significant differences between the linear static and non-linear quasi-static analyses only if there are significant bending effect on the bonded section. The bigger the bending effect on the bonded section, the bigger the difference between the linear static and non-linear quasi-static analyses.
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13

Ikhouane, Fayçal. "On the Analysis of the Quasi-Static Regime." IFAC Proceedings Volumes 43, no. 10 (2010): 25–30. http://dx.doi.org/10.3182/20100826-3-tr-4015.00008.

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14

Jamal, Qistina Mohd, D. L. Majid, M. Y. Haris, Noorfaizal Yidris, and M. T. H. Sultan. "Quasi Static Analysis of a Biocomposite Aircraft Radome." Applied Mechanics and Materials 629 (October 2014): 78–81. http://dx.doi.org/10.4028/www.scientific.net/amm.629.78.

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<p class="TTPAbstract">This paper investigates the quasi static compression analysis behavior of a biocomposite radome using nonlinear static modeling. Bio-based fiber is proposed to be used in aircraft radome due to its low dielectric constant. In this instance, kenaf was being utilized as the natural fiber to form a hybrid combination of fiberglass/kenaf epoxy laminates. The quasi static behavior was modeled using MDNastran SOL106 Nonlinear Static. The radome was modeled as a hemispherical shell based on Beechcraft’s radome geometric configuration. The radome is designed as a four-layered laminates with randomly oriented fiberglass and kenaf. The nonlinear compression was performed in the range of 0.01 mm to 0.49 mm with a maximum reaction force of 189 N. The radome was not displaced equally or symmetrically as the translational load applied since the shape of radome is asymmetry and the surface at the top is uneven. The increment of the forces leads to elastic local flattening deformation at the apex of the radome. Its shape influences in determining the displacement and the stress to the radome.</p>
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15

Hentati, Hamdi, Radhi Abdelmoula, Aref Maalej, and Khalil Maalej. "Quasi Static Analysis of Anti-Plane Shear Crack." Applied Mechanics and Materials 232 (November 2012): 92–96. http://dx.doi.org/10.4028/www.scientific.net/amm.232.92.

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Fracture mechanics has been revisited by proposing different models of quasi static brittle fracture. In this work, the problem of the quasi static crack propagation is based on variational approach. It requires no prior knowledge of the crack path or of its topology. Moreover, it is capable of modeling crack initiation. In the numerical experiments, we use a standard linear (P1) Lagrange finite element method for discretization. We perform numerical simulations of a piece of brittle material without initial crack. An alternate minimizations algorithm is used. Based on these numerical results, we determine the influence of numerical parameters on the evolution of energies and crack propagation. We show also the necessity of considering the kinetic term and the crack propagation becomes dynamic.
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16

Yanz, Anton Yu, and Ludmila A. Teplyakova. "Quasi-Static Loading of Single Crystal Plasticity Analysis." Advanced Materials Research 1040 (September 2014): 571–75. http://dx.doi.org/10.4028/www.scientific.net/amr.1040.571.

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This paper is devoted to one of the crystal plasticity physical theories for description of the crystalline solid behavior under high strains. The boundary value problem is formulated to consider uniaxial compression of aluminum single crystal. The numerical experiment data were obtained during the solving of this problem, which analysis shows good accordance with the full-scale experiment.
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17

Omukai, K., R. Nishi, H. Uehara, and H. Susa. "Evolution of Primordial Protostellar Clouds: Quasi-Static Analysis." Progress of Theoretical Physics 99, no. 5 (May 1, 1998): 747–61. http://dx.doi.org/10.1143/ptp.99.747.

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18

Rambabu, K., W. J. R. Hoefer, and J. Bornemann. "Quasi-static analysis of circular signal tapping pads." IEEE Microwave and Wireless Components Letters 14, no. 6 (June 2004): 268–70. http://dx.doi.org/10.1109/lmwc.2004.828014.

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19

Hsu, Ivan Yao. "Quasi-Static Failure Analysis of Composite Sandwich Panels." Applied Mechanics and Materials 121-126 (October 2011): 316–19. http://dx.doi.org/10.4028/www.scientific.net/amm.121-126.316.

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Due to many of advantages such as lightweighted, high-bending mechanical characteristics, composite sandwich materials play an important role in today’s structural manufacturing industry. This study is to aim at the low-velocity impact responses of sandwich plates subjected to a rigid, spherical-shaped impactor. The sandwich made of PVC core material (two kinds of core with different densities) and FRP facesheets (three kinds of fibrous laminae) were investigated experimentally and numerically. Because the dynamic behaviors of specimens due to low velocity impact is nearly the same to those in static indentation, the impact failure analysis of sandwich material can be simulated statically. Beside the experiment, finite element method was employed to analyze the static failure behaviors of sandwich panels. With the maximum stress failure criterion as well as a modified stiffness degradation method coded in the finite element software, the initial failure and sequential progressive failure process can be analyzed effectively.
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20

de Vaujany, J. P., M. Guingand, and J. Teixeira Alves. "Quasi-static analysis of spline coupling under load." Mechanics & Industry 18, no. 2 (2017): 202. http://dx.doi.org/10.1051/meca/2016022.

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21

Dufva, T. J., and J. C. E. Sten. "Quasi-Static Variational Analysis of Planar Spiral Conductors." Journal of Electromagnetic Waves and Applications 16, no. 7 (January 2002): 957–76. http://dx.doi.org/10.1163/156939302x00291.

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22

Shivaswamy, S., and H. M. Lankarani. "Impact Analysis of Plates Using Quasi-Static Approach." Journal of Mechanical Design 119, no. 3 (September 1, 1997): 376–81. http://dx.doi.org/10.1115/1.2826358.

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Impact analyses suffer from several practical limitations which limit their application to predict the approximate magnitude of the various phenomena involved. The transient force deformation response of a body subjected to impact can be explained accurately using the stress wave propagation theory. As this approach is complicated, a simpler approach utilizing a quasi-static equilibrium condition can be employed. Nonlinear force-deformation Hertzian relations can be used for the impact analysis. These relations though can not explain the energy dissipation and permanent deformations encountered during the impact. This necessitates independent nonlinear force deformation relations for compression and restitution phases of impact. In this paper, modeling of contact forces during impact on stiff systems (systems which do not undergo gross deformation but experience only local deformation) has been presented. Experiments were conducted on stiff systems to verify the methodology. A plate which is fixed on a rigid base and clamped completely represents a stiff system. Hence experiments were conducted on Aluminum and Steel plates to simulate impact on stiff systems for the verification of the proposed models. The theoretical results matched well with the experimental results. A nonlinear force deformation model with independent relations for compression and restitution phases was found to be a suitable approach to analyze impact problems.
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23

Aköz, Ahmet Yalçın, Fethi Kadıoğlu, and Gülçin Tekin. "Quasi-static and dynamic analysis of viscoelastic plates." Mechanics of Time-Dependent Materials 19, no. 4 (August 13, 2015): 483–503. http://dx.doi.org/10.1007/s11043-015-9274-8.

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24

Wang, Zhen-Pei, and Sergio Turteltaub. "Isogeometric shape optimization for quasi-static processes." International Journal for Numerical Methods in Engineering 104, no. 5 (May 29, 2015): 347–71. http://dx.doi.org/10.1002/nme.4940.

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25

Li, Songsheng, Huihang Chen, Haibing Ding, Guoye Zhang, and Juan Shao. "Modeling Method Analysis of the Friction Torque for High Speed Spindle Bearing." MATEC Web of Conferences 175 (2018): 03028. http://dx.doi.org/10.1051/matecconf/201817503028.

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The friction torque inside the high-speed spindle bearing determines the performance of the friction, wear, heat, temperature rise and life of the bearing. Aim to analyze the high-speed spindle bearing dynamic characteristics, considering the influence of cage and internal lubricating oil-film, a quasi-static improved model of high-speed spindle bearing was developed. And a new method for calculating the friction torque of the bearing based on the quasi-static improved model was put forward. Then the theory and experiment were validated systematically. The results show that the quasi-static improved model is correct, and the method of calculating the friction torque of high-speed spindle bearing based the quasi-static improved model is feasible and reliable.
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26

Han, Weimin, B. Daya Reddy, and Gregory C. Schroeder. "Qualitative and Numerical Analysis of Quasi-Static Problems in Elastoplasticity." SIAM Journal on Numerical Analysis 34, no. 1 (February 1997): 143–77. http://dx.doi.org/10.1137/s0036142994265383.

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27

Giacomini, Alessandro. "Size Effects on Quasi-Static Growth of Cracks." SIAM Journal on Mathematical Analysis 36, no. 6 (January 2005): 1887–928. http://dx.doi.org/10.1137/s0036141004439362.

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28

Merdan, H., and G. Caginalp. "Renormalization and scaling methods for quasi-static interface problems." Nonlinear Analysis: Theory, Methods & Applications 63, no. 5-7 (November 2005): 812–22. http://dx.doi.org/10.1016/j.na.2005.03.035.

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29

Almi, Stefano. "Quasi-static hydraulic crack growth driven by Darcy’s law." Advances in Calculus of Variations 11, no. 2 (April 1, 2018): 161–91. http://dx.doi.org/10.1515/acv-2016-0029.

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AbstractIn the framework of rate independent processes, we present a variational model of quasi-static crack growth in hydraulic fracture. We first introduce the energy functional and study the equilibrium conditions of an unbounded linearly elastic body subject to a remote strain {\epsilon\in\mathbb{R}} and with a sufficiently regular crack Γ filled by a volume V of incompressible fluid. In particular, we are able to find the pressure p of the fluid inside the crack as a function of Γ, V, and ϵ. Then we study the problem of quasi-static evolution for our model, imposing that the fluid volume V and the fluid pressure p are related by Darcy’s law. We show the existence of such an evolution, and we prove that it satisfies a weak notion of the so-called Griffith’s criterion.
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30

Grunewald, Natalie, and Inwon Kim. "A variational approach to a quasi-static droplet model." Calculus of Variations and Partial Differential Equations 41, no. 1-2 (July 8, 2010): 1–19. http://dx.doi.org/10.1007/s00526-010-0351-1.

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31

Yao, Qing Zhao, Lin Chao Liu, and Qi Fang Yan. "Quasi-Static Analysis of Beam Described by Fractional Derivative Kelvin Viscoelastic Model under Lateral Load." Advanced Materials Research 189-193 (February 2011): 3391–94. http://dx.doi.org/10.4028/www.scientific.net/amr.189-193.3391.

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The beam is assumed to obey a three-dimensional viscoelastic fractional derivative constitutive relations, the mathematical model and governing equations of the quasi-static and dynamical behavior of a viscoelastic Euler-Bernoulli beam are established, the quasi-static mechanical behavior of Euler-Bernoulli beam described by fractional derivative model is investigated, and the analytical solution is obtained by considering the properties of the Laplace transform of Mittag-Leffler function and the properties of fractional derivative. The result indicate that the quasi-static mechanical behavior of Euler-Bernoulli beam described by fractional derivative viscoelastic model can reduced to the cases of classic viscoelastic and elastic, the order of fractional derivative has great effect on the quasi-static mechanical behavior of Euler-Bernoulli beam.
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32

Sharma, Anil Kumar, Sasanka Sekhar Sinha, Rajesh Kumar, and Subir Kumar Saha. "Semi-analytical solution for static and quasi-static analysis of an inextensible cable." International Journal of Solids and Structures 234-235 (January 2022): 111296. http://dx.doi.org/10.1016/j.ijsolstr.2021.111296.

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33

ZHANG, Jun. "Quasi-static-model-based Wear Analysis of Spur Gears." Journal of Mechanical Engineering 53, no. 5 (2017): 136. http://dx.doi.org/10.3901/jme.2017.05.136.

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34

Makita, Satoshi, Yoshinobu Goto, and Yusuke Maeda. "Quasi-static Analysis of Contact Forces in Robotic Manipulation." Journal of the Robotics Society of Japan 31, no. 10 (2013): 1009–18. http://dx.doi.org/10.7210/jrsj.31.1009.

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35

Liu Zhong-Miao, Sun Qi-Cheng, Song Shi-Xiong, and Shi Qing-Fan. "Non-equilibrium thermodynamic analysis of quasi-static granular flows." Acta Physica Sinica 63, no. 3 (2014): 034702. http://dx.doi.org/10.7498/aps.63.034702.

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36

Chen, Li, and Yang Bai. "The Quasi-Static Analysis for Two-Dimensional Thin Plates." Advanced Materials Research 255-260 (May 2011): 166–69. http://dx.doi.org/10.4028/www.scientific.net/amr.255-260.166.

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The eigenfunction expansion method is introduced into the numerical calculations of elastic plates. Based on the variational method, all the fundamental solutions of the governing equations are obtained directly. Using eigenfunction expansion method, various boundary conditions can be conveniently described by the combination of the eigenfunctions due to the completeness of the solution space. The coefficients of the combination are determined by the boundary conditions. In the numerical example, the stress concentration phenomena produced by the restriction of displacement conditions is discussed in detail.
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37

Bishop, J., A. Samani, J. Sciarretta, C. Luginbuhl, and D. B. Plewes. "A signal/noise analysis of quasi-static MR elastography." IEEE Transactions on Medical Imaging 20, no. 11 (2001): 1183–87. http://dx.doi.org/10.1109/42.963821.

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38

Lindell, I. V., and A. H. Sihvola. "Quasi-Static Analysis of Scattering from a Chiral Sphere." Journal of Electromagnetic Waves and Applications 4, no. 12 (January 1, 1990): 1223–31. http://dx.doi.org/10.1163/156939390x00799.

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39

Safwat, A. M. E., D. A. M. Khalil, H. Elhennawy, and H. F. Ragaie. "Quasi-static analysis of an optically illuminated directional coupler." IEEE Transactions on Microwave Theory and Techniques 45, no. 8 (1997): 1351–57. http://dx.doi.org/10.1109/22.618434.

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40

Lecampion, Brice, and Andrei Constantinescu. "Sensitivity analysis for parameter identification in quasi-static poroelasticity." International Journal for Numerical and Analytical Methods in Geomechanics 29, no. 2 (2004): 163–85. http://dx.doi.org/10.1002/nag.409.

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41

Ghazaei Ardakani, M. Mahdi, Joao Bimbo, and Domenico Prattichizzo. "Quasi-static analysis of planar sliding using friction patches." International Journal of Robotics Research 39, no. 14 (June 24, 2020): 1775–95. http://dx.doi.org/10.1177/0278364920929082.

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Flat objects lying on a surface are hard to grasp, but could be manipulated by sliding along the surface in a non-prehensile manner. This strategy is commonly employed by humans as pre-manipulation, for example to bring a cell phone to the edge of a table to pick it up. To endow robots with a similar capability, we introduce a mathematical model of planar sliding by means of a soft finger. The model reveals various aspects of interaction through frictional contacts, which can be used for planning and control. Specifically, using a quasi-static analysis we are able to derive a hybrid dynamical system to predict the motion of the object and the interaction forces. The conditions for which the object sticks to the friction patch, pivots, or completely slides against it are obtained. It is possible to find fixed points of the system and the path taken by the object to reach such configurations. Theoretical as well as comprehensive experimental results are presented.
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42

Lee, Jae-Woong, Ic-Pyo Hong, Tae-Hoon Yoo, and Han-Kyu Park. "Quasi-static analysis of conductor-backed coupled coplanar waveguide." Electronics Letters 34, no. 19 (1998): 1861. http://dx.doi.org/10.1049/el:19981268.

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43

Scott, J. T., P. C. H. Martens, and D. E. McKenzie. "EUV Analysis of a Quasi-static Coronal Loop Structure." Solar Physics 276, no. 1-2 (November 29, 2011): 113–31. http://dx.doi.org/10.1007/s11207-011-9885-4.

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44

Michalowski, R. L. "Limit analysis of quasi-static pyramidal indentation of rock." International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts 22, no. 1 (February 1985): 31–38. http://dx.doi.org/10.1016/0148-9062(85)92591-4.

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45

Morgan, D. P. "Quasi-static analysis of floating electrode unidirectional SAW transducers." IEEE Transactions on Ultrasonics, Ferroelectrics and Frequency Control 48, no. 5 (September 2001): 1289–97. http://dx.doi.org/10.1109/58.949737.

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46

Cheng, Chang-jun, Dong-fa Sheng, and Jing-jing Li. "Quasi-static analysis for viscoelastic Timoshenko beams with damage." Applied Mathematics and Mechanics 27, no. 3 (March 2006): 295–304. http://dx.doi.org/10.1007/s10483-006-0303-1.

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47

Kalhor, Hassan A. "Quasi-static analysis of a.c. resistance of rectangular conductors." Computers & Electrical Engineering 16, no. 4 (January 1990): 203–6. http://dx.doi.org/10.1016/0045-7906(90)90012-5.

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48

Guingand, Michèle, Jean-Pierre de Vaujany, and Colin-Yann Jacquin. "Quasi-static analysis of a face gear under torque." Computer Methods in Applied Mechanics and Engineering 194, no. 39-41 (October 2005): 4301–18. http://dx.doi.org/10.1016/j.cma.2004.10.010.

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49

Al-Gasham, Thaar S., Jasim M. Mhalhal, and Sallal R. Abid. "Quasi-static analysis of biaxial voided slabs with openings." Structures 33 (October 2021): 4176–92. http://dx.doi.org/10.1016/j.istruc.2021.07.021.

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50

Zhang, Shaoyi, and Yang Liu. "Damage Detection in Beam Bridges Using Quasi-static Displacement Influence Lines." Applied Sciences 9, no. 9 (April 30, 2019): 1805. http://dx.doi.org/10.3390/app9091805.

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Quasi-static strain influence lines (ILs) based on the Brillouin optical time domain analysis (BOTDA) technique have been proposed to effectively locate damage in beam bridges. Using measurement points with a high spatial resolution, the BOTDA technique supplies enough strain ILs to help detect damage in bridges. Unlike quasi-static strain ILs based on the BOTDA technique, quasi-static displacement ILs are relatively easy to implement in actual bridges; furthermore, only a few quasi-static displacement ILs are necessary for actual bridges. On this basis, an improved method is proposed to determine the existence of damage in beam bridges by using only a few quasi-static displacement ILs. First, the Hankel matrix of the damage feature, established based on the number of strain ILs, is reconstructed to generate the damage feature using only a few quasi-static displacement ILs. Second, the method used to obtain the metric for evaluating the damage feature is improved, thereby greatly increasing the efficiency of damage detection using quasi-static ILs. Finally, the effectiveness of the proposed method is demonstrated through both numerical analysis and experimentally measured data obtained during a quasi-static load test of a model bridge.
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