Bibliografie tematiche / In-plane behaviuor

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Letteratura scientifica selezionata sul tema "In-plane behaviuor"

Autore: Grafiati

Pubblicato: 4 giugno 2021

Ultima modifica: 18 febbraio 2022

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Articoli di riviste sul tema "In-plane behaviuor"

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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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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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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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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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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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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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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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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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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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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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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Più fonti

Tesi sul tema "In-plane behaviuor"

Liu, Xinpei Civil &amp Environmental Engineering Faculty of Engineering UNSW. "Nonlinear in-plane behaviour of fixed arches under thermal loading." Awarded by:University of New South Wales. School of Civil and Environmental Engineering, 2006. http://handle.unsw.edu.au/1959.4/27236.

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This thesis presents the nonlinear in-plane behaviour of circular fixed arches subjected to thermal loading only. Due to the nonlinear prebuckling behaviour of arches and its effects, classical buckling theory which is founded on geometric prebuckling linearity can not predict the in-plane buckling of arches accurately. Based on a nonlinear formulation of the strain and displacement relationship and considering constant thermal distributions only, virtual work formulations are used to establish the differential equations of in-plane equilibrium and the statical boundary conditions, from which

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Ceran, H. Burak. "Seismic Vulnerability Of Masonry Structures In Turkey." Master's thesis, METU, 2010. http://etd.lib.metu.edu.tr/upload/12612745/index.pdf.

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This study focuses on the evaluation of seismic safety of masonry buildings in Turkey by using fragility curves. Fragility curves for masonry buildings are generated by two behavior modes for load bearing walls: in-plane and out-of-plane. By considering the previous research and site investigations, four major parameters have been used in order to classify masonry buildings with in-plane behavior mode. These are number of stories, strength of load-bearing wall material, regularity in plan and the arrangement of walls (required length, openings in walls, etc.). In addition to these four paramet

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Chea, Ming Kai. "Investigating In-plane Shear Behaviour of Uncured Unidirectional Prepreg Tapes." Thesis, KTH, Lättkonstruktioner, 2019. http://urn.kb.se/resolve?urn=urn:nbn:se:kth:diva-262011.

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Steering of prepreg tows in an automated fibre placement (AFP) process allows geodesic layup trajectory over a doubly-curved surface, as well as the potential to improve the efficiency of composite structures by tailoring their stiffness. However, defects (such as out-of-plane buckling and tow pull off) are commonly generated when the steering radius exceeds a critical limit, which impact the mechanical properties of the finished product. The in- and out-of-plane material properties of the prepreg tows have been shown to significantly influence the quality of the layup. In this thesis, in-plan

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Yahiaoui, Mohamed. "Crush behavior of flanged plates under localized in-plane loadings." Thesis, Massachusetts Institute of Technology, 1996. http://hdl.handle.net/1721.1/39990.

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Hossain, Khandaker Muhammed Anwar. "In-plane shear behaviour of composite walling with profiled steel sheeting." Thesis, University of Strathclyde, 1995. http://oleg.lib.strath.ac.uk:80/R/?func=dbin-jump-full&object_id=21963.

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This thesis introduces a novel form of double skin composite walling with profiled steel sheeting and an infill of concrete. This is a logical extension of research on composite slabs with profiled steel sheeting currently known as popular "Fastrack" construction. The composite walling is thought to be specially applicable as shear or core walls in steel frame buildings. The profiled steel sheeting will act as a temporary shear bracing to stabilise the frame against wind and destablising forces during construction and also act as a form work for infill of concrete. In the service stage, they w

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Samayoa, Avalos Julio Alfredo. "Semi-engineered earthquake-resistant structures: one-storey buildings built up with gabion-box walls." Master's thesis, Alma Mater Studiorum - Università di Bologna, 2016. http://amslaurea.unibo.it/11121/.

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This thesis studies the static and seismic behavior of simple structures made with gabion box walls. The analysis was performed considering a one-story building with standard dimensions in plan (6m x 5m) and a lightweight timber roof. The main focus of the present investigation is to find the principals aspects of the seismic behavior of a one story building made with gabion box walls, in order to prevent a failure due to seismic actions and in this way help to reduce the seismic risk of developing countries where this natural disaster have a significant intensity. Regarding the gabion

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Calata, Jesus Noel. "Densification Behavior of Ceramic and Crystallizable Glass Materials Constrained on a Rigid Substrate." Diss., Virginia Tech, 2005. http://hdl.handle.net/10919/27645.

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Constrained sintering is an important process for many applications. The sintering process almost always involves some form of constraint, both internal and external, such as rigid particles, reinforcing fibers and substrates to which the porous body adheres. The densification behavior of zinc oxide and cordierite-base crystallizable glass constrained on a rigid substrate was studied to add to the understanding of the behavior of various materials undergoing sintering when subjected to external substrate constraint. Porous ZnO films were isothermally sintered at temperatures between 900Â°C a

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Niraula, Manjil. "BEHAVIOR AND DESIGN OF THE CRITICAL MEMBER IN STRUCTURES WITH IN-PLANE DISCONTINUOUS BRACED FRAMES." OpenSIUC, 2020. https://opensiuc.lib.siu.edu/theses/2751.

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When a structure with an in-plane discontinuous frame is used, a discontinuous load path is formed due to the irregularity. This is continuous load path can lead to the failure of certain elements and the structure as a whole when the structure is exposed to lateral loading. In this study, an in-plane discontinuous frame structure is exposed to gravity as well as lateral loading due to which a discontinuous load path is formed. Due to the discontinuous load path, higher value of axial load is developed on a beam which is generally designed considering it as a flexural member. The main objectiv

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Hawkins, Guy Lawrence. "The behaviour of bonded out-of-plane joints in fibre reinforced plastic structures." Thesis, University of Southampton, 1995. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.261750.

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Eva, Charles Almond. "Experimental evaluation of the in-plane seismic behavior of store-front window systems." Diss., [La Jolla, Calif.] : University of California, San Diego, 2009. http://wwwlib.umi.com/cr/ucsd/fullcit?p1462129.

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Thesis (M.S.)--University of California, San Diego, 2009.<br>Title from first page of PDF file (viewed April 16, 2009). Available via ProQuest Digital Dissertations. Includes bibliographical references (p. 91-94).

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Libri sul tema "In-plane behaviuor"

Anthoine, A. In-plane behaviour of masonry: A literature review. Luxembourg: Commission of the European Communities, 1992.

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Lee, Marcus Man-Kon. Ultimate load behaviour of plates with holes under in-plane loads. Birmingham: University of Birmingham, 1987.

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Anthoine, A. In-Plane Behaviour of Masonry. Stationery Office Books, 1992.

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Tretkoff, Paula. Complex Surfaces and Coverings. Princeton University Press, 2017. http://dx.doi.org/10.23943/princeton/9780691144771.003.0004.

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This chapter deals with complex surfaces and their finite coverings branched along divisors, that is, subvarieties of codimension 1. In particular, it considers coverings branched over transversally intersecting divisors. Applying this to linear arrangements in the complex projective plane, the chapter first blows up the projective plane at non-transverse intersection points, that is, at those points of the arrangement where more than two lines intersect. These points are called singular points of the arrangement. This gives rise to a complex surface and transversely intersecting divisors that

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Meli, Domenico Bertoloni. Experimentation in the Physical Sciences of the Seventeenth Century. Edited by Jed Z. Buchwald and Robert Fox. Oxford University Press, 2017. http://dx.doi.org/10.1093/oxfordhb/9780199696253.013.8.

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This article examines experimentation in the physical sciences during the seventeenth century. It first provides an overview of some features and problems of seventeenth-century experimentation before discussing experiments on the science of motion, with particular emphasis on falling bodies, the inclined plane and projectiles, and the pendulum. It then considers barometric experiments associated with Torricelli and their aftermath, including Florin Périer’s Puy-de Dôme experiment in 1648 to test whether the mercury in the barometer was lower at the top, Adrien Auzout’s void-in-the-void experi

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Epstein, Charles L., and Rafe Mazzeo. The Model Solution Operators. Princeton University Press, 2017. http://dx.doi.org/10.23943/princeton/9780691157122.003.0004.

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This chapter introduces the model problems and the solution operator for the associated heat equations. These operators give a good approximation for the behavior of the heat kernel in neighborhoods of different types of boundary points. The chapter states and proves the elementary features of these operators and shows that the model heat operators have an analytic continuation to the right half plane. It first considers the model problem in 1-dimension and in higher dimensions before discussing the solution to the homogeneous Cauchy problem. It then describes the first steps toward perturbati

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Schwartz, Richard Evan. The Plaid Model. Princeton University Press, 2019. http://dx.doi.org/10.23943/princeton/9780691181387.001.0001.

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Outer billiards provides a toy model for planetary motion and exhibits intricate and mysterious behavior even for seemingly simple examples. It is a dynamical system in which a particle in the plane moves around the outside of a convex shape according to a scheme that is reminiscent of ordinary billiards. This book provides a combinatorial model for orbits of outer billiards on kites. The book relates these orbits to such topics as polytope exchange transformations, renormalization, continued fractions, corner percolation, and the Truchet tile system. The combinatorial model, called “the plaid

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Epstein, Charles L., and Rafe Mazzeo. Degenerate Diffusion Operators Arising in Population Biology (AM-185). Princeton University Press, 2017. http://dx.doi.org/10.23943/princeton/9780691157122.001.0001.

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This book provides the mathematical foundations for the analysis of a class of degenerate elliptic operators defined on manifolds with corners, which arise in a variety of applications such as population genetics, mathematical finance, and economics. The results discussed in this book prove the uniqueness of the solution to the martingale problem and therefore the existence of the associated Markov process. The book uses an “integral kernel method” to develop mathematical foundations for the study of such degenerate elliptic operators and the stochastic processes they define. The precise natur

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Matthews, Russell Stuart. The structural behaviour of brick sewer pipes in soft ground: The examination of brick and reinforced plastic pipes, in granular soil, and under plane strain conditions, using fully non-linear finite element models and a large-scale physical testing programme. Bradford, 1985.

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Capitoli di libri sul tema "In-plane behaviuor"

Rimrott, F. P. J., and Michal Cvercko. "Wrinkling in Thin Plates due to In-plane Body Forces." In Inelastic Behaviour of Plates and Shells, 19–48. Berlin, Heidelberg: Springer Berlin Heidelberg, 1986. http://dx.doi.org/10.1007/978-3-642-82776-1_2.

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Kaufmann, Walter. "Behaviour of Membrane Elements." In Strength and Deformations of Structural Concrete Subjected to In-Plane Shear and Normal Forces, 65–94. Basel: Birkhäuser Basel, 1998. http://dx.doi.org/10.1007/978-3-0348-7612-4_5.

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Kaufmann, Walter. "Behaviour of Beams in Shear." In Strength and Deformations of Structural Concrete Subjected to In-Plane Shear and Normal Forces, 95–122. Basel: Birkhäuser Basel, 1998. http://dx.doi.org/10.1007/978-3-0348-7612-4_6.

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Wang, Erheng, and Arun Shukla. "The Blast Response of Sandwich Composites with In-Plane Pre-Loading." In Dynamic Behavior of Materials, Volume 1, 225–31. New York, NY: Springer New York, 2011. http://dx.doi.org/10.1007/978-1-4419-8228-5_31.

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Bettini, F., F. G. Cesari, S. Ghia, and V. Regis. "Elasto-Plastic Fatigue for In-Plane Bending on Elbow." In Low Cycle Fatigue and Elasto-Plastic Behaviour of Materials, 419–25. Dordrecht: Springer Netherlands, 1987. http://dx.doi.org/10.1007/978-94-009-3459-7_64.

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Rizzi, Ermes, Mirko Capovilla, Maurizio Piazza, and Ivan Giongo. "In-Plane Behavior of Timber Diaphragms Retrofitted with CLT Panels." In RILEM Bookseries, 1613–22. Cham: Springer International Publishing, 2019. http://dx.doi.org/10.1007/978-3-319-99441-3_173.

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LeVeque, Randall J., and Darryl H. Yong. "Phase Plane Behavior of Solitary Waves in Nonlinear Layered Media." In Hyperbolic Problems: Theory, Numerics, Applications, 43–51. Berlin, Heidelberg: Springer Berlin Heidelberg, 2003. http://dx.doi.org/10.1007/978-3-642-55711-8_3.

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Kim, J. H. "Analytical implications on in-plane behavior of unreinforced masonry walls." In Finite Elements in Civil Engineering Applications, 249–55. London: CRC Press, 2021. http://dx.doi.org/10.1201/9781003211365-34.

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Yasin, S. J. M., and F. Tatsuoka. "Stress-Strain Behaviour of a Micacious Sand in Plane Strain Condition." In Soil Stress-Strain Behavior: Measurement, Modeling and Analysis, 263–72. Dordrecht: Springer Netherlands, 2007. http://dx.doi.org/10.1007/978-1-4020-6146-2_11.

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Cline, Julia. "The Effect of in-Plane Properties on the Ballistic Response of Polyethylene Composites." In Dynamic Behavior of Materials, Volume 1, 251–53. Cham: Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-95089-1_46.

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Atti di convegni sul tema "In-plane behaviuor"

Pardo-García, N. "Continued fraction evaluation of special functions in the complex plane." In MODELING COOPERATIVE BEHAVIOR IN THE SOCIAL SCIENCES. AIP, 2005. http://dx.doi.org/10.1063/1.2008624.

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Chen, Cheng-Chih, and Wei-Chien Tang. "Cyclic Behavior Of Steel Braces Buckled In-Plane." In The Seventh International Structural Engineering and Construction Conference. Singapore: Research Publishing Services, 2013. http://dx.doi.org/10.3850/978-981-07-5354-2_st-192-550.

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Donà, Marco, Giovanni Tecchio, Luca Domenicale, Elisa Saler, Massimiliano Minotto, and Francesca da Porto. "DIRECTIONAL EFFECTS ON COMBINED IN-PLANE AND OUT OF PLANE SEISMIC BEHAVIOR OF MASONRY INFILLS." In 6th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering Methods in Structural Dynamics and Earthquake Engineering. Athens: Institute of Structural Analysis and Antiseismic Research School of Civil Engineering National Technical University of Athens (NTUA) Greece, 2017. http://dx.doi.org/10.7712/120117.5649.18570.

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Wang, P., D. J. Swaffield, P. L. Lewin, and G. Chen. "Thermal bubble behaviour in liquid nitrogen between inclined plane electrodes." In 2007 Annual Report - Conference on Electrical Insulation and Dielectric Phenomena. IEEE, 2007. http://dx.doi.org/10.1109/ceidp.2007.4451505.

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Xiao, Shenglei, Peng Wang, Damien Soulat, Xavier Legrand, and Hang Gao. "Studies of in-plane shear behaviour of braided composite reinforcements." In PROCEEDINGS OF THE 21ST INTERNATIONAL ESAFORM CONFERENCE ON MATERIAL FORMING: ESAFORM 2018. Author(s), 2018. http://dx.doi.org/10.1063/1.5034840.

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Yoshizaki, Koji, Hirokazu Ando, and Noritake Oguchi. "Large Deformation Behavior of Pipe Bends Subjected to In-Plane Bending." In 1998 2nd International Pipeline Conference. American Society of Mechanical Engineers, 1998. http://dx.doi.org/10.1115/ipc1998-2085.

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Ground liquefaction during earthquakes can produce a significant amount of lateral ground displacement. For buried gas pipelines, deformation and strain are likely to be concentrated on the pipe bends. Closing and opening in-plane bending experiments were conducted for various kinds of pipe bends until the measured strain exceeded 25% using pipe specimens of a diameter from 100 to 300 mm. The deformation behavior was different between the closing mode and the opening one. In the closing mode, an ovalization was observed in the central cross section of the bend, and internal pressure was mainta

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WANG, YI, JONATHAN P. H. BELNOUE, DMITRY S. IVANOV, JAMES KRATZ, and STEPHEN R. HALLETT. "Modelling of the In-Plane Shear Behavior of Uncured Thermoset Prepreg." In American Society for Composites 2019. Lancaster, PA: DEStech Publications, Inc., 2019. http://dx.doi.org/10.12783/asc34/31363.

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Corradi, Marco, Antonio Borri, Marco Costanzi, and Simone Monotti. "IN-PLANE BEHAVIOR OF CRACKED MASONRY WALLS REPAIRED WITH TITANIUM RODS." In 7th International Conference on Computational Methods in Structural Dynamics and Earthquake Engineering Methods in Structural Dynamics and Earthquake Engineering. Athens: Institute of Structural Analysis and Antiseismic Research School of Civil Engineering National Technical University of Athens (NTUA) Greece, 2019. http://dx.doi.org/10.7712/120119.7187.19569.

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WATANABE, Eiichi, Kazutoshi NAGATA, Masaki TAKEI, Kunitomo SUGIURA, and Yukio ADACHI. "IN-PLANE BEHAVIOR AND COLLAPSE PROCESSES OF STEEL RIGID-FRAME PIERS." In Proceedings of the Second International Conference. WORLD SCIENTIFIC, 2002. http://dx.doi.org/10.1142/9789812776228_0024.

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Tu, Yi-Hsuan, Pai-Mei Liu, and Hsuan-Pai Lin. "Out-of-Plane Seismic Behavior of Unreinforced Masonry In-filled Walls." In Structures Congress 2007. Reston, VA: American Society of Civil Engineers, 2007. http://dx.doi.org/10.1061/40946(248)48.

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Rapporti di organizzazioni sul tema "In-plane behaviuor"

MECHANICAL BEHAVIOR AND CATENARY ACTION OF RESTRAINED STEEL BEAM UNDER FIRE. The Hong Kong Institute of Steel Construction, September 2021. http://dx.doi.org/10.18057/ijasc.2021.17.3.8.

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To investigate the mechanical behavior and catenary action of restrained steel beam under fire, experiments were performed on five H-section restrained steel beams exposed to ISO-834 standard fire. At first, mechanical property tensile tests were performed on 3 room-temperature specimens and 8 high-temperature specimens, and variation laws of the material properties of steel materials with temperature rising were investigated by the high-temperature steady-state tests. Through the fire experiments, the temperature data, mid-span deflections and failure modes of all specimens were obtained. The

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