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Articoli di riviste sul tema "In-plane behaviuor"

Autore: Grafiati

Pubblicato: 4 giugno 2021

Ultima modifica: 18 febbraio 2022

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1

LATCHAROTE, Panon, and Yoshiro KAI. "NUMERICAL DERIVATIONS OF A MACROSCOPIC MODEL FOR REINFORCED CONCRETE WALLS CONSIDERING IN-PLANE AND OUT-OF-PLANE BEHAVIOR." Journal of JAEE 15, no. 2 (2015): 2_45–2_58. http://dx.doi.org/10.5610/jaee.15.2_45.

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2

Mochizuki, Akihiro. "Both Symmetric and Asymmetric Electro-Optic Dynamic Behavior with SSD (Smectic Single Domain) Liquid Crystals." Crystals 11, no. 4 (March 26, 2021): 337. http://dx.doi.org/10.3390/cryst11040337.

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Abstract (sommario):

SSD-liquid crystal panels’ retardation switching dynamic behaviors have been investigated from their in-plane and out-of-plane retardation switching behaviors. In-plane-only and a mixture between in-plane and out-of-plane retardation switching behaviors are highly related to the initial smectic liquid crystal molecular stacking configurations. With uniformly stacked configuration, a completely symmetric retardation switching, as well as light throughput behavior, was obtained. With a slight twisted stacking configuration, the retardation switching behavior is dependent on the applied electric

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3

YARITA, I., T. NAOI, and T. HASHIZUME. "PLF-11: Plastic Deformation Behaviors of Magnesium Alloy AZ31 in Plane Strain Compression(PLF-II: PLASTIC FORMING AND ADVANCED PRODUCTS)." Proceedings of the JSME Materials and Processing Conference (M&P) 2005 (2005): 36. http://dx.doi.org/10.1299/jsmeintmp.2005.36_3.

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4

Yavan, Öznur. "Engagement in Organizational Behaviour Plane." Pamukkale University Journal of Social Sciences Institute 2016, no. 25 (2016): 278–96. http://dx.doi.org/10.5505/pausbed.2016.36349.

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5

Pan, W. H., and C. M. Wang. "Elastic In-Plane Buckling of Funicular Arches." International Journal of Structural Stability and Dynamics 20, no. 13 (October 13, 2020): 2041014. http://dx.doi.org/10.1142/s021945542041014x.

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Buckling loads of arches could be significantly affected by the assumptions made on the load behavior during buckling. For a funicular arch whose centerline coincides with the compression line, we may consider two types of load behaviors based on how the line of load action shifts during buckling. This paper presents the governing differential equations for the elastic in-plane buckling problem of funicular circular arches under uniform radial pressure based on the two different load behavior assumptions, as well as analytical and numerical methods for analysis. For the analytical method, buck

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6

Chen, Wang, Yin Pei Wang, Pei Ning Li, Chen Jin, and Xiao Ming Sun. "Numerical Study of Defect Free Elbows Subjected to In-Plane Bending Moment." Advanced Materials Research 189-193 (February 2011): 1494–97. http://dx.doi.org/10.4028/www.scientific.net/amr.189-193.1494.

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Elbow is a type of components widely used in a piping system, and so it is very important to know the plastic carrying capacity of elbow. In this study, the elastic-plastic behavior of elbows with various ratios of t/rm and relative bending radius R/rm were investigated in detail by using of three-dimensional (3D) non-linear finite element (FE) analyses, assuming elastic-perfectly-plastic material behaviour and taking geometric nonlinearity into account. The analyses indicated that elbow exhibited different behavior obviously at the elastic-plastic states subjected to In-Plane opening bending

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7

Davini, Cesare, Antonino Favata, Andrea Micheletti, and Roberto Paroni. "A 2D microstructure with auxetic out-of-plane behavior and non-auxetic in-plane behavior." Smart Materials and Structures 26, no. 12 (November 1, 2017): 125007. http://dx.doi.org/10.1088/1361-665x/aa9091.

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8

Chong, A. C. M., Fan Yang, David C. C. Lam, and Pin Tong. "Mechanics Framework for Micron-Scale Planar Structures." Advanced Materials Research 9 (September 2005): 173–82. http://dx.doi.org/10.4028/www.scientific.net/amr.9.173.

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Structures are assemblies of planar and three-dimensional objects. Planar components and parts are commonly because the deformation behaviors of plates and beams can be analyzed within the plane problem framework. For micron-scale structures, patterning processes in microfabrications are intrinsically planar and the resulting fabricated structures are also planar. These planar micron-scale structures have been designed and analyzed using conventional mechanics, but increasingly as the sizes of these structures become smaller, higher order effects become significant. In nanometer-scale, surface

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9

Sundaram, P. A., D. Rodriguez, and S. Santiago. "Deformation behavior of a alpha brass in plane stress/plane strain." Scripta Metallurgica et Materialia 30, no. 1 (January 1994): 95–100. http://dx.doi.org/10.1016/0956-716x(94)90365-4.

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10

Caliò, Ivo, Francesco Cannizzaro, and Massimo Marletta. "A Discrete Element for Modeling Masonry Vaults." Advanced Materials Research 133-134 (October 2010): 447–52. http://dx.doi.org/10.4028/www.scientific.net/amr.133-134.447.

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The assessment of the seismic response of historical masonry buildings represents a subject of considerable importance but, at the same time, of very difficult task. Refined finite element numerical models, able to predict the non-linear dynamic mechanical behavior and the degradation of the masonry media, require sophisticated constitutive law and a huge computational cost that makes these methods nowadays not suitable for practical application. In the past many authors developed simplified or alternative methodologies that, with a reduced computational effort, should be able to provide numer

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11

Monfared, V. "Computational modeling of creep in complex plane for reinforced materials." Bulletin of the Polish Academy of Sciences Technical Sciences 65, no. 6 (December 1, 2017): 909–16. http://dx.doi.org/10.1515/bpasts-2017-0098.

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AbstractComputational modeling for predicting the steady state creep behavior is presented in complex plane for reinforced materials by complex variable method. Both the fiber and matrix simultaneously creep at elevated temperatures and loading. We suppose that one dimension of the short fiber is small enough in comparison with the other two (see Fig. 1). In this formulation, plane stress state is used. Finally, displacement rate behaviors are predicted using compatibility, equilibrium, constitutive, and governing equations by complex variable method. One of the considerable applications of th

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12

Monaco, Michela, Bruno Calderoni, Antonino Iannuzzo, and Antonio Gesualdo. "Behaviour of in-plane loaded masonry panels." Procedia Structural Integrity 11 (2018): 388–93. http://dx.doi.org/10.1016/j.prostr.2018.11.050.

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13

Trahair, N. S., and P. Ansourian. "In-plane behaviour of web-tapered beams." Engineering Structures 108 (February 2016): 47–52. http://dx.doi.org/10.1016/j.engstruct.2015.11.010.

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14

Momono, N., R. Dipasupil, H. Ishiguro, S. Saigo, T. Nakano, M. Oda, and M. Ido. "Crossover behavior of in-plane and out-of-plane resistivity in La2−xSrxCuO4." Physica C: Superconductivity 317-318 (May 1999): 603–6. http://dx.doi.org/10.1016/s0921-4534(99)00143-4.

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15

Kong, Jingchang, Changhai Zhai, and Xiaomin Wang. "In-Plane Behavior of Masonry Infill Wall Considering Out-of-Plane Loading." Periodica Polytechnica Civil Engineering 60, no. 2 (2016): 217–21. http://dx.doi.org/10.3311/ppci.7867.

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16

Qiao, Xuqiang, Ling Zheng, Yinong Li, Yuqing Ren, Zhida Zhang, Ziwei Zhang, and Lihong Qiu. "Characterization of the Driving Style by State–Action Semantic Plane Based on the Bayesian Nonparametric Approach." Applied Sciences 11, no. 17 (August 26, 2021): 7857. http://dx.doi.org/10.3390/app11177857.

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The quantification and estimation of the driving style are crucial to improve the safety on the road and the acceptance of drivers with level2–level3(L2–L3) intelligent vehicles. Previous studies have focused on identifying the difference in driving style between categories, without further consideration of the driving behavior frequency, duration proportion properties, and the transition properties between driving style and behaviors. In this paper, a novel methodology to characterize the driving style is proposed by using the State–Action semantic plane based on the Bayesian nonparametric ap

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17

Raskin, Igor, and John Roorda. "In-Plane and Out-of-Plane Buckling of Triangulated Grids." International Journal of Space Structures 10, no. 1 (March 1995): 57–63. http://dx.doi.org/10.1177/026635119501000103.

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The stability of plane, triangulated, uniformly compressed grids with rigid nodes is considered. The lowest critical loads for grids of hexagonal, triangular and rhombic overall layout are calculated for the case of in-plane buckling and associated modes are obtained. The lower and upper bounds for these critical loads related to the behaviour of a single triangular cell are given. The connection between symmetry of the buckled configurations and the multiplicity of corresponding critical points is discussed and illustrated by the example of out-of-plane buckling of hexagonal grid.

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18

Wajda, Wojciech, and Henryk Paul. "Near Grain Boundary Behavior of Aluminum Bicrystals Deformed in Plane Strain Conditions." Solid State Phenomena 186 (March 2012): 108–11. http://dx.doi.org/10.4028/www.scientific.net/ssp.186.108.

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The paper describes the mechanism of deformation at 77 K of pure aluminum bicrystals of different grain orientations. The following orientations were selected: {100}/{110} (cube/Goss) and - {100}/{100} (cube/shear) to represent the unstable vs. stable and the unstable vs. unstable behaviours, respectively. The bicrystalline samples were deformed in the plane strain conditions with the use of a channel-die immersed inside a reservoir with liquid nitrogen. The low temperature deformation increases the tendency to form plain strain inhomogeneities of the deformation in the grains with an unstable

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19

Ratananikom, Wanwarang, Siam Yimsiri, Fumihiko Fukuda, and Suched Likitlersuang. "Failure Surface and Plastic Potential in Deviatoric Plane of Bangkok Clay." Applied Mechanics and Materials 256-259 (December 2012): 256–60. http://dx.doi.org/10.4028/www.scientific.net/amm.256-259.256.

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This paper presents an experimental investigation on the failure surface and plastic potential in deviatoric plane of Bangkok Clay. The results of torsional shear hollow cylinder and triaxial tests with various principal stress directions and magnitudes of intermediate principal stress on undisturbed Bangkok Clay specimens are presented. The obtained stress-strain behaviors assert clear evidences of anisotropic characteristics of Bangkok Clay. Both failure surface and plastic potential in deviatoric plane of Bangkok Clay are demonstrated as isotropic and of circular shape (Drucker-Prager type)

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20

Lampaert, S. G. E., B. J. Fellinger, J. W. Spronck, and R. A. J. van Ostayen. "In-plane friction behaviour of a ferrofluid bearing." Precision Engineering 54 (October 2018): 163–70. http://dx.doi.org/10.1016/j.precisioneng.2018.05.013.

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21

Wright, Howard D., and K. M. Anwar Hossain. "In-plane shear behaviour of profiled steel sheeting." Thin-Walled Structures 29, no. 1-4 (September 1997): 79–100. http://dx.doi.org/10.1016/s0263-8231(97)00016-5.

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22

Elmenshawi, Abdelsamie, Mohamed Sorour, Aftab Mufti, Leslie G. Jaeger, and Nigel Shrive. "In-plane seismic behaviour of historic stone masonry." Canadian Journal of Civil Engineering 37, no. 3 (March 2010): 465–76. http://dx.doi.org/10.1139/l09-166.

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Abstract (sommario):

Since the advent of the latest National building code of Canada, the level of intervention required to meet seismic requirements for the rehabilitation of heritage buildings has increased significantly. An example of this type of project is the rehabilitation of the West Block on Parliament Hill in Ottawa. Eight walls representative of the stone masonry in the West Block building were constructed, some with different rehabilitation schemes, and tested to investigate their in-plane seismic behaviour. The walls were double wythes of sandstone and limestone connected by a rubble core. The walls w

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23

Magagnini, Erica, and Roberto Capozucca. "Behaviour of block masonry under in-plane loading." International Journal of Masonry Research and Innovation 4, no. 3 (2019): 1. http://dx.doi.org/10.1504/ijmri.2019.10016601.

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24

Touchard, F., and M. C. Lafarie-Frenot. "In Plane Shear behaviour of Carbon-Peek Composite." Advanced Composites Letters 1, no. 3 (May 1992): 096369359200100. http://dx.doi.org/10.1177/096369359200100308.

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APC-2 laminates [μ45]2s are submitted to loading-unloading tensile tests for measuring stiffness and taking X-ray radiographs at different stress levels. Extensive plastic shear strains and large permanent angle variations between fibres are observed. An important shear modulus drop is measured, while the matrix cracks are still scarce.

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25

Vasconcelos, Graça, Elisa Poletti, Eunice Salavessa, Abílio M. P. Jesus, Paulo B. Lourenço, and Preecha Pilaon. "In-plane shear behaviour of traditional timber walls." Engineering Structures 56 (November 2013): 1028–48. http://dx.doi.org/10.1016/j.engstruct.2013.05.017.

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26

Trahair, N. S., and P. Ansourian. "In-plane behaviour of mono-symmetric tapered beams." Engineering Structures 108 (February 2016): 53–58. http://dx.doi.org/10.1016/j.engstruct.2015.11.011.

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27

Priyanga, R. S., and Raghavan Ramalingam. "In-Plane Compression Behaviour of Steel Profile Sheets." International Journal of Steel Structures 19, no. 1 (July 2, 2018): 293–300. http://dx.doi.org/10.1007/s13296-018-0116-9.

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28

Fukumoto, Yuhshi, and Haruyuki Kusama. "Cyclic behaviour of plates under in-plane loading." Engineering Structures 7, no. 1 (January 1985): 56–63. http://dx.doi.org/10.1016/0141-0296(85)90037-9.

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29

Lee, Sang-Ho, and Hyeon-Seob Song. "Behavior of Curved Pipes under In-Plane Bending." Journal of the Korea Academia-Industrial cooperation Society 9, no. 2 (April 30, 2008): 480–86. http://dx.doi.org/10.5762/kais.2008.9.2.480.

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30

Melenev, P. V., V. V. Rusakov, and Yu L. Raikher. "Magnetic behavior of in-plane deformable dipole clusters." Journal of Magnetism and Magnetic Materials 300, no. 1 (May 2006): e187-e190. http://dx.doi.org/10.1016/j.jmmm.2005.10.076.

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31

Haroun, Nariman M., and Robin Shepherd. "Inelastic Behavior of X‐Bracing in Plane Frames." Journal of Structural Engineering 112, no. 4 (April 1986): 764–80. http://dx.doi.org/10.1061/(asce)0733-9445(1986)112:4(764).

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32

Vanin, Alessia, and Paolo Foraboschi. "In-plane behavior of perforated brick masonry walls." Materials and Structures 45, no. 7 (January 3, 2012): 1019–34. http://dx.doi.org/10.1617/s11527-011-9814-x.

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33

Doran, Bilge, H. Orhun Koksal, Selen Aktan, Serhan Ulukaya, Didem Oktay, and Nabi Yuzer. "In-Plane Shear Behavior of Traditional Masonry Walls." International Journal of Architectural Heritage 11, no. 2 (July 27, 2016): 278–91. http://dx.doi.org/10.1080/15583058.2016.1207114.

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34

Pacoste, Costin, and Anders Eriksson. "Element behavior in post-critical plane frame analysis." Computer Methods in Applied Mechanics and Engineering 125, no. 1-4 (September 1995): 319–43. http://dx.doi.org/10.1016/0045-7825(95)00813-g.

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35

Li, Yun Ping, and Manabu Enoki. "Acoustic Emission Investigation of the Anelastic Recovery Behavior of Basal Plane Textured AZ31B as a Function of Loading Direction." Key Engineering Materials 353-358 (September 2007): 659–62. http://dx.doi.org/10.4028/www.scientific.net/kem.353-358.659.

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Abstract (sommario):

In order to study the texture effects on the anelastic recovery behavior of magnesium alloy, basal plane textured AZ31B alloy was compressed parallel and vertical to the extrusion direction. AE measurement was applied to characterize the deformation and the anelastic recovery behaviors. A model for the correlation between applied strain and the cumulative AE counts in detwinning was proposed. The effects of loading direction to the deformation and twinning behavior were discussed.

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36

Huang, Shizhan, Jiaming Lin, Ningchang Wang, Bicheng Guo, Feng Jiang, Qiuling Wen, and Xizhao Lu. "Fracture Behavior of Single-Crystal Sapphire in Different Crystal Orientations." Crystals 11, no. 8 (August 11, 2021): 930. http://dx.doi.org/10.3390/cryst11080930.

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In order to study the anisotropy of fracture toughness and fracture mechanism of single-crystal sapphire, the three-point bending tests and the single-edge V-notch beam (SEVNB) were used to test the fracture toughness of A-plane, C-plane, and M-plane sapphire, which are widely used in the semiconductor, aerospace, and other high-tech fields. Fracture morphology was investigated by a scanning electron microscope and three-dimensional video microscopy. The fracture toughness and fracture morphology of different crystal planes of sapphire showed obvious anisotropy and were related to the loading

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37

Chakraborty, Patatri, Chi Zhou, and D. D. L. Chung. "Converse piezoelectric behavior of three-dimensionally printed polymer and comparison of the in-plane and out-of-plane behavior." Materials Science and Engineering: B 252 (February 2020): 114447. http://dx.doi.org/10.1016/j.mseb.2019.114447.

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38

Turan, R. Befru, and Ayşe Okur. "Prediction of the in-plane and through-plane fluid flow behavior of woven fabrics." Textile Research Journal 83, no. 7 (September 27, 2012): 700–717. http://dx.doi.org/10.1177/0040517512460300.

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39

Wanatowski, Dariusz, and Jian Chu. "Static liquefaction of sand in plane strain." Canadian Geotechnical Journal 44, no. 3 (March 1, 2007): 299–313. http://dx.doi.org/10.1139/t06-078.

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Experimental results on the static liquefaction behaviour of sand under plane-strain conditions are presented in this paper. Undrained tests on very loose sand under both plane-strain and axisymmetric conditions were conducted and the results compared. The test data show that the undrained behaviour of sand under plane strain is similar to that under axisymmetric conditions. However, the critical-state line (CSL) on both the q–p′ and the e–p′ planes determined under plane-strain conditions is different from that under axisymmetric conditions. The slope of the CSL is different as a result of th

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40

Klamecki, B. E., and S. Kim. "On the Plane Stress to Plane Strain Transition Across the Shear Zone in Metal Cutting." Journal of Engineering for Industry 110, no. 4 (November 1, 1988): 322–25. http://dx.doi.org/10.1115/1.3187889.

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The effects of the stress state transition from plane stress at the workpiece surface to plane strain in the central region of the chip formation zone were studied. A finite element analysis of the incipient chip formation process was performed. The model included heat generation and temperature induced workpiece material property changes. The primary result is that the unique high strain, high strain rate, large free surface characteristics of the metal cutting process can result in qualitatively different deformation behavior across the shear zone. Temperatures are higher in the regions near

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41

Galkiewicz, Jaroslaw. "The Influence of In-Plane Constraint on Void Behavior in Front of a Crack in Plane Strain." Solid State Phenomena 224 (November 2014): 139–44. http://dx.doi.org/10.4028/www.scientific.net/ssp.224.139.

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This paper investigates voids’ behavior in front of a crack in elastic-plastic material under plane strain condition. Using the modified boundary layer approach for selected values of Q-stress it evaluates the deformations of a material cell. The deformations are recomputed with an exact three-dimensional model.

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42

Wilhelm, Arnaud, Samuel Rivallant, and Jean-François Ferrero. "Study of the deformation of a sandwich shield subjected to bird impact: A behaviour analysis tool using vector decomposition." Journal of Sandwich Structures & Materials 21, no. 2 (March 14, 2017): 689–706. http://dx.doi.org/10.1177/1099636217697499.

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In this work, a numerical finite element model of a 1.82 kg bird impacting a sandwich shield at 175 m/s is developed. Different shield designs are simulated and it appears that very different sandwich behaviours can occur, depending on the design. A new tool to analyse the deformation of the sandwich during impact is presented and is used to study the behaviour of a shield. As this tool makes it possible to easily compare the behaviour of different shields, it is used in a screening study to identify the more influential sandwich design parameters. If all design parameters are considered to be

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43

He, Yu Zhi, Chang Yun Liu, Zhen Hua Hou, Guang Kui Zhang, Xing Hua Chen, Zi Chen Lin, and Jin San Ju. "Out-of-Plane Secondary Bifurcation Buckling Behavior of Elastic Circle Pipe Arch." Key Engineering Materials 462-463 (January 2011): 271–76. http://dx.doi.org/10.4028/www.scientific.net/kem.462-463.271.

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The out-of-plane secondary bifurcation buckling load-displacement equilibrium paths of the elastic circle pipe arch with and without out-of-plane brace at the top of the arch are traced using a new numerical tracing strategy. The out-of-plane secondary bifurcation buckling loads of the arch with the same sections and different rise-span ratios are obtained under the concentrated load at the top of the arch and the full span uniformly distributed load, which are compared with out-of-plane linear buckling load and in-plane primary buckling load. The calculation results show: for the same section

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44

YOSHIMIZU, Motohiro, Nobukazu KATO, Takayuki UEMURA, and Hiroaki OHSAWA. "Deformation Behavior of Aluminum Alloy 5052 Sheet in Biaxial In-Plane and Out-of-Plane Tension." TRANSACTIONS OF THE JAPAN SOCIETY OF MECHANICAL ENGINEERS Series A 77, no. 775 (2011): 564–72. http://dx.doi.org/10.1299/kikaia.77.564.

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45

Chiriţă, Stan, and Michele Ciarletta. "Spatial behaviour of solutions in the plane Stokes flow." Journal of Mathematical Analysis and Applications 277, no. 2 (January 2003): 571–88. http://dx.doi.org/10.1016/s0022-247x(02)00628-5.

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46

Capozucca, R., and E. Magagnini. "The behaviour of block masonry under in-plane loading." International Journal of Masonry Research and Innovation 4, no. 4 (2019): 334. http://dx.doi.org/10.1504/ijmri.2019.102517.

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47

Tetougueni, Cyrille Denis, Emanuele Maiorana, Paolo Zampieri, and Carlo Pellegrino. "Plate girders behaviour under in-plane loading: A review." Engineering Failure Analysis 95 (January 2019): 332–58. http://dx.doi.org/10.1016/j.engfailanal.2018.09.021.

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48

Furtado, André, Hugo Rodrigues, António Arêde, and Humberto Varum. "Experimental Characterization of the In-plane and Out-of-Plane Behaviour of Infill Masonry Walls." Procedia Engineering 114 (2015): 862–69. http://dx.doi.org/10.1016/j.proeng.2015.08.041.

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49

Grubenmann, M., J. Heingärtner, P. Hora, and D. Bassan. "Influence of temperature on in-plane and out-of-plane mechanical behaviour of GFRP composite." Journal of Physics: Conference Series 1063 (July 2018): 012146. http://dx.doi.org/10.1088/1742-6596/1063/1/012146.

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50

Charikova, T. B., A. N. Ignatenkov, A. I. Ponomarev, N. G. Shelushinina, L. D. Sabirzyanova, G. A. Emelchenko, and A. A. Zhohov. "Behaviour of both in-plane and out-of-plane resitivities of Nd2−xCexCuO4 single crystals." Physica C: Superconductivity 341-348 (November 2000): 1561–62. http://dx.doi.org/10.1016/s0921-4534(00)01335-6.

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