Relevant bibliographies by topics / Plate deflection

Contents

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

Academic literature on the topic 'Plate deflection'

Author: Grafiati
Published: 3 June 2025
Last updated: 31 July 2025

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Journal articles on the topic "Plate deflection"

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Diana, Willis. "Perbandingan Analisis Lendutan Pelat dengan Menggunakan Metode Beam on Elastic Foundation (BoEF) dan Finite Element Method (FEM)." Semesta Teknika 14, no. 1 (2015): 94–100. http://dx.doi.org/10.18196/st.v14i1.590.

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The aim of this study was to compare deflection plates are supported by soil by using the method of Beam on Elastic Foundation (BoEF) and Finite Element Method (FEM). To validated the methods, used data from laboratory testing of the loading plate models. For the calculation of deflection plates on elastic (soil) foundation, the accuracy of determining the modulus of subgrade reaction will greatly affect the calculation of deflection plate. Deflection calculation used Finite Element Method and BoEF method gave deflections, where close enough to those of experimental result. Both methods can be
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Hartono, Edi. "Analisis Lendutan Model Pelat Fleksibel dengan Tiang Perbesaran Ujung dan Pelat Tidak Rapat Tanah Pada Tanah Pasir." Semesta Teknika 17, no. 1 (2015): 10–16. http://dx.doi.org/10.18196/st.v17i1.410.

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Problems in sandy soil may occur when sand has low density, uniform gradation and thick deposit. Flexible plate foundation may used in this condition but plate deflection still high. To reduce deflection and to improve soil density, piles were used to support the plate. Installing piles made foundation system stiffer. The objectives of this study are to studies about behavior of plates and plate with pile on sandy soil. Plate deflection was observed with variation of plate thickness, bottom pile enlargement, and soil-plate-pile interaction (free standing pile and piled foundation). 1,2 x 1,2 x
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Hakim, Gilad, and Haim Abramovich. "The Behavior of Long Thin Rectangular Plates under Normal Pressure—A Thorough Investigation." Materials 17, no. 12 (2024): 2902. http://dx.doi.org/10.3390/ma17122902.

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Thin rectangular plates are considered basic structures in various sectors like aerospace, civil, and mechanical engineering. Moreover, isotropic and laminated composite plates subjected to transverse normal loading and undergoing small and large deflections have been extensively studied and published in the literature. Yet, it seems that the particular case of long thin plates having a high aspect ratio appears to be almost ignored by various scholars despite its engineering importance. The present study tries to fill this gap, yielding novel findings regarding the structural behavior of long
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Singh, S. J., and S. P. Harsha. "Static Analysis of Functionally Graded Plate Using Nonlinear Classical Plate Theory with Von-Karman Strains." International Journal of Applied Mechanics and Engineering 23, no. 3 (2018): 707–26. http://dx.doi.org/10.2478/ijame-2018-0039.

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Abstract The present study is based on the nonlinear bending analysis of an FGM plate with Von-Karman strain based on the non-linear classical plate theory (NLCPT) with in-plane displacement and moderate rotation. Non-linear bending analysis based on stresses and transverse deflections is then carried out for the plate for the complex solution obtained using an analytical method viz. Navier’s method. The equations of motion and boundary conditions are obtained using the Principle of Minimum Potential Energy (PMPE) method and material property is graded in thickness direction according to simpl
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Sun, Yuan Xiang, Wang Cheng, and Lin Xu. "Effect of Higher Order Modes on Creep Buckling of Viscoelastic Plate." Applied Mechanics and Materials 331 (July 2013): 544–50. http://dx.doi.org/10.4028/www.scientific.net/amm.331.544.

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This paper analyses the creep buckling of viscoelastic rectangular plates under axial compression with initial deflections. A standard linear viscoelastic solid model is used and the von Karman nonlinear geometry equations are introduced in the governing equations. In order to obtain an accurate solution, the deflection function is expressed as a sinusoidal series with four terms rather than only one term in the computation. For the sake of discussing the effect of higher order modes on creep buckling of viscoelastic plate, we introduce the relative error of deflection function. By computation
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Masters, C. B., and N. J. Salamon. "Geometrically Nonlinear Stress-Deflection Relations for Thin Film/Substrate Systems With a Finite Element Comparison." Journal of Applied Mechanics 61, no. 4 (1994): 872–78. http://dx.doi.org/10.1115/1.2901570.

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A new higher order geometrically nonlinear relation is developed to relate the deflection of a thin film /substrate system to the intrinsic film stress when these deflections are larger than the thickness of the substrate. Using the Rayleigh-Ritz method, these nonlinear relations are developed by approximating the out-of-plane deflections by a second-order polynomial and midplane normal strains by sixthorder polynomials. Several plate deflection configurations arise in an isotropic system: at very low intrinsic film stresses, a single, stable, spherical plate configuration is predicted; as the
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Korobkin, Alexander, and Tatiana Khabakhpasheva. "Visco-Elastic Plate Motion after Its Breaking into Parts." Journal of Marine Science and Engineering 10, no. 6 (2022): 833. http://dx.doi.org/10.3390/jmse10060833.

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Mathematical modelling of visco-elastic plate breaking and consequent deflection of the plate are studied using the simplified formulation. The plate is modelled as a thin visco-elastic plate of constant thickness. The edges of the plate are clamped. The plate deflection is caused by a uniform aerodynamic pressure, which slowly increases in time. The plate deflection before breaking is approximated as quasi-static. The plate breaks instantly then and there, when and where the modified fracture criterion by Petrov and Morozov is achieved. Both the deflections and velocities of the plate before
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Hakim, Gilad, and Haim Abramovich. "Multiwall Rectangular Plates under Transverse Pressure—A Non-Linear Experimental and Numerical Study." Materials 16, no. 5 (2023): 2041. http://dx.doi.org/10.3390/ma16052041.

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Large deflection of rectangular plates under transverse pressure is described by Föppl–von Kármán equations, which have only approximated solutions. One of these methods is the separation into a small deflection plate and a thin membrane described by a simple third order polynomial expression. The present study presents an analysis to obtain analytical expressions for its coefficients by using the plate’s elastic properties and dimensions. To validate the non-linear relationship between the pressure and the lateral displacement of the multiwall plate, a vacuum chamber loading test is used to m
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Hakim, Gilad, and Haim Abramovich. "Innovative Insights on the Thin Square Plate Large Deflection Problem." Materials 16, no. 21 (2023): 6967. http://dx.doi.org/10.3390/ma16216967.

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Thin plates subjected to transverse load and undergoing large deflections have been widely studied and published in the literature. However, there is still a lack of information and understanding about the membrane stresses created under large deflections and their associated Airy stress function, as displayed in the well-known von Kármán equations set. The present study aims at providing explicit expressions for the membrane stresses, the deflections, and the Airy stress function for a general square plate area vertically uniformly loaded to reach large deflection state. This was obtained by
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De Queiroz, João Pedro T. P., Marcelo L. Cunha, Ana Pavlovic, et al. "Geometric Evaluation of Stiffened Steel Plates Subjected to Transverse Loading for Naval and Offshore Applications." Journal of Marine Science and Engineering 7, no. 1 (2019): 7. http://dx.doi.org/10.3390/jmse7010007.

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This work searched for the optimal geometrical configuration of simply supported stiffened plates subjected to a transverse and uniformly distributed load. From a non-stiffened reference plate, different geometrical configurations of stiffened plates, with the same volume as the reference plate, were defined through the constructal design method. Thus, applying the exhaustive search technique and using the ANSYS software, the mechanical behaviors of all the suggested stiffened plates were compared to each other to find the geometrical configuration that provided the minimum deflection in the p
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Dissertations / Theses on the topic "Plate deflection"

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Steyn, Hermanus Johannes. "Particle deflection and plate-out dynamics in a helium stream." Thesis, Stellenbosch : University of Stellenbosch, 2009. http://hdl.handle.net/10019.1/2285.

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Thesis (MScEng (Mechanical and Mechatronic Engineering))--University of Stellenbosch, 2009.<br>ENGLISH ABSTRACT: In the primary circuit components of high temperature reactors, various unwanted particles have been found. These particles include, for example, graphite and silver- 110 (110mAg). The silver-110 (110mAg) particles are radioactive, with a half-life of 253 days. The presence of radioactive particles in the primary circuit components constitutes an unwanted maintenance problem from a radiation hazard point of view. The development of a method to remove these particles from the he
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Abayakoon, Sarath Bandara Samarasinghe. "Large deflection elastic-plastic analysis of plate structures by the finite strip method." Thesis, University of British Columbia, 1987. http://hdl.handle.net/2429/26946.

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A solution procedure based on the finite strip method is presented herein, for the analysis of plate systems exhibiting geometric and material non-linearities. Special emphasis is given to the particular problem of rectangular plates with stiffeners running in a direction parallel to one side of the plate. The finite strip method is selected for the analysis as the geometry of the problem is well suited for the application of this method and also as the problem is too complicated to solve analytically. Large deflection effects are included in the present study, by taking first, order non-line
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Potarowicz, Adrian, and Moghadam Seyed Mazdak Hosseini. "Spatial vibration measurements : operating deflection analysis on the example of a plate compactor." Thesis, Linnéuniversitetet, Institutionen för maskinteknik (MT), 2018. http://urn.kb.se/resolve?urn=urn:nbn:se:lnu:diva-78781.

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The operating motion of a ground compactor uses high power vibrations to improve mechanical properties of a compacted ground. This motion gives a good base for the vibration analysis with an aid of Signal Processing. In this thesis, the motion of a bottom plate in a compactor is of the main interest. The thesis concerns usage of two main spectral analyzing tools, Power Spectrum estimators and Power Spectral Density estimators, presenting advantages and disadvantages in the application of a vibration analysis. Moreover, an influence of two window applications, a Flattop window, and a Hanning wi
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Lee, Seung Joon. "Nonlinear analysis of smart composite plate and shell structures." Diss., Texas A&M University, 2003. http://hdl.handle.net/1969.1/2218.

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Theoretical formulations, analytical solutions, and finite element solutions for laminated composite plate and shell structures with smart material laminae are presented in the study. A unified third-order shear deformation theory is formulated and used to study vibration/deflection suppression characteristics of plate and shell structures. The von K??rm??n type geometric nonlinearity is included in the formulation. Third-order shear deformation theory based on Donnell and Sanders nonlinear shell theories is chosen for the shell formulation. The smart material used in this study to achieve d
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Kossovich, Elena. "Explicit models for flexural edge and interfacial waves in thin elastic plates." Thesis, Brunel University, 2011. http://bura.brunel.ac.uk/handle/2438/6505.

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In the thesis explicit dual parabolic-elliptic models are constructed for the Konenkov flexural edge wave and the Stoneley-type flexural interfacial wave in case of thin linearly elastic plates. These waves do not appear in an explicit form in the original equations of motion within the framework of the classical Kirchhoff plate theory. The thesis is aimed to highlight the contribution of the edge and interfacial waves into the overall displacement field by deriving specialised equations oriented to aforementioned waves only. The proposed models consist of a parabolic equation governing the wa
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Kalluru, Mallikarjun. "One-way Coupled Hydroelastic Analysis of Aluminum Wedge Under Slamming." ScholarWorks@UNO, 2017. https://scholarworks.uno.edu/td/2414.

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The concept of using aluminum as the primary construction material for high speed ships and the hydroelastic behavior of the structure is widely gaining importance as a significant research topic in naval architecture. Aluminum is lighter than steel and hence can be predominantly used in high speed crafts which experiences significant slamming. This thesis work is focused on wedge shaped models. Free fall wedge impact is studied and a FORTRAN 90 computer program is developed to estimate the structural response of the wedge experiencing slamming by the use of matrix methods, finite element tech
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Семеген, Микола Михайлович, та Mykola Semehen. "Підсилення пошкодженої монолітної залізобетонної плити перекриття композитами на основі карбонових волокон". Thesis, Тернопільський національний технічний університет імені Івана Пулюя, 2017. http://elartu.tntu.edu.ua/handle/123456789/19461.

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В дипломній роботі досліджено підсилення пошкодженої монолітної плити перекриття композитами на основі сучасних карбонових волокон. Проведено експериментальні дослідження по визначенню деформацій монолітної залізобетонної плити, підсиленою композитними матеріалами під навантаженням граничного рівня. Виконано аналіз існуючих методів підсилення залізобетонної плити та існуючої методології їх розрахунку. Досліджено вплив навантаження граничного рівня на деформації підсиленої конструкції. Оцінено перспективи та ефективність підсилення карбоновими композитними волокнами.<br>Thesis is devoted to re
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Drinali, Hayat. "Full-range axisymmetric elasto-plastic large deflection of circular and annular plates under transverse, in-plane and combined loading." Thesis, Lancaster University, 1989. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.254094.

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Pal, Archana. "Large deflections of thin elastic plates and shellsq." Thesis, University of North Bengal, 2002. http://hdl.handle.net/123456789/1043.

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Carter, Paul M. "A multigrid method for determining the deflection of lithospheric plates." Thesis, University of British Columbia, 1988. http://hdl.handle.net/2429/27854.

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Various models are currently in existence for determining the deflection of lithospheric plates under an applied transverse load. The most popular models treat lithospheric plates as thin elastic or thin viscoelastic plates. The equations governing the deflection of such plates have been solved successfully in two dimensions using integral transform techniques. Three dimensional models have been solved using Fourier Series expansions assuming a sinusoidal variation for the load and deflection. In the engineering context, the finite element technique has also been employed. The current aim, how
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Books on the topic "Plate deflection"

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Craig, L. D. Deflections of a uniformly loaded circular plate with multiple support points. National Aeronautics and Space Administration, Marshall Space Flight Center, 1999.

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United States. National Aeronautics and Space Administration., ed. Deflection of a circular liquid jet on a flat plate perpendicular to the flow direction. National Aeronautics and Space Administration, 1988.

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Bert, Charles Wesley. Nonlinear deflection of rectangular plates by differential quadrature. [s.n.], 1988.

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Ayowole, Oyediran Abraham, and George C. Marshall Space Flight Center., eds. Free vibration of rectangular plates with a small initial curvature: Final report. Marshall Space Flight Center, 1988.

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Norton, Graham. Investigation of very large deflections of thin circular plates. University of Salford, 1996.

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Szwabowicz, Marek L. Deformable surfaces and almost inextensional deflections of thin shells. Wydawn. Instytutu Maszyn Przepływowych Polskiej Akademii Nauk, 1999.

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Riley, Paul D. Paleomagnetic evidence of in situ block rotations south of the Arica deflection and oroclinal bending north of Arica ; Implications for the tectonic evolution of the central South American Andes. 1992.

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Investigation of the Stresses and Deflections of Swept Plates. Creative Media Partners, LLC, 2021.

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Investigation of the Stresses and Deflections of Swept Plates. Creative Media Partners, LLC, 2021.

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National Aeronautics and Space Administration (NASA) Staff. Deflections of a Uniformly Loaded Circular Plate with Multiple Support Points. 1; Introduction. Independently Published, 2018.

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Book chapters on the topic "Plate deflection"

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Abrahams, I. D., and A. M. J. Davis. "Deflection of a Partially Clamped Elastic Plate." In IUTAM Symposium on Diffraction and Scattering in Fluid Mechanics and Elasticity. Springer Netherlands, 2002. http://dx.doi.org/10.1007/978-94-017-0087-0_33.

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Sinha, Gourav Prasad, Bipin Kumar, and K. Priya Ajit. "Deflection of Thin Plate Through Isogeometric Analysis." In Advances in Manufacturing, Automation, Design and Energy Technologies. Springer Nature Singapore, 2023. http://dx.doi.org/10.1007/978-981-99-1288-9_56.

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Wang, Zijian, Baosheng Rong, Xin Zhang, Hanxiu Fan, and Liming Wu. "Effect of Cyclic Loading on Mechanical Properties of Lap Joints of Prefabricated Steel Fiber Pavement Slabs." In Novel Technology and Whole-Process Management in Prefabricated Building. Springer Nature Singapore, 2024. http://dx.doi.org/10.1007/978-981-97-5108-2_32.

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AbstractIn This paper establishes a finite element model of an assembled steel fiber reinforced concrete pavement slab with lap joints under cyclic loading to analyze the mechanical performance of the slab after 200 and 500 cycles of a vehicle speed of 50 km/h and an axle load of 200 kN. Through finite element software analysis, the curve of the deflection value of the fabricated steel fiber reinforced concrete pavement slab over time is obtained, and a comparative analysis is conducted on the deflection value of the pavement slab under different cycle numbers. The study found that the bending
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Xu, Xiangyu, Yingxiang Wu, Yifan Jia, and Songping Gan. "Analysis of the Inclined Impact Resistance Characteristics of Concrete Structures Against Projectiles." In Lecture Notes in Civil Engineering. Springer Nature Singapore, 2024. http://dx.doi.org/10.1007/978-981-97-4355-1_75.

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AbstractThe research involved the use of commonly utilized concrete materials as the target plate, with a specially designed 76 mm projectile intended to impact the concrete structure at a specific angle. The goal was to conduct numerical simulation research on the deflection of the projectile under oblique impact conditions and analyze the concrete structure’s ability to resist penetration under such conditions. Through numerical simulation calculations, various aspects of the oblique impact were studied, including ricochet patterns under different projectile velocities and angles of incidenc
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Ueda, Y., H. Murakawa, and H. Masuda. "Reissner-Mindlin Plate Element for Large Deflection Problem." In Computational Mechanics ’86. Springer Japan, 1986. http://dx.doi.org/10.1007/978-4-431-68042-0_85.

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Zhang, Kaihui. "Study on the Effect of Uniform Corrosion on the Durability of Corrugated Web-Concrete Combination Box Girders with Steel Base Plate." In Lecture Notes in Civil Engineering. Springer Nature Singapore, 2024. http://dx.doi.org/10.1007/978-981-97-2417-8_28.

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AbstractIn order to study the effect of uniform corrosion on the durability of steel bottom plate corrugated web-concrete composite box girder, this new type of steel-concrete composite structural girder bridge is analysed by using the time-varying reliability as the durability index. The static loading test is carried out on the steel bottom plate corrugated web-concrete composite box girder before and after corrosion, the mid-span deflection and stress before and after corrosion are calculated, and the time-varying reliability is used to calculate the reliability index of the composite box g
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Singh, Vishal, and M. H. Prashanth. "Deflection Surface Analysis of Thin Plate Structures Using Regression Technique." In Lecture Notes in Civil Engineering. Springer International Publishing, 2022. http://dx.doi.org/10.1007/978-3-031-12011-4_18.

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Uscilowska, A. "Implementation of Meshless Method for a Problem of a Plate Large Deflection." In Computational Methods in Applied Sciences. Springer Netherlands, 2010. http://dx.doi.org/10.1007/978-94-007-0317-9_12.

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Inik, Tayfun, and Mehmet Yetmez. "Low Temperature Effect on Deflection Behavior of a Cracked Laminated Glass Plate." In Repair of Advanced Composites for Aerospace Applications. CRC Press, 2022. http://dx.doi.org/10.1201/9781003200994-10.

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Evers, Lasse, Matthias Müller, Carsten Möller, Alexander Brouschkin, and Jan H. Dege. "Control Loop Based Dimensional Error Compensation for Milling of Near-Net-Shaped, Thin-Walled Structures." In Lecture Notes in Mechanical Engineering. Springer Nature Switzerland, 2025. https://doi.org/10.1007/978-3-031-93891-7_44.

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Abstract Additive manufacturing has the potential to save resources in the production of lightweight aerospace structural components made of Ti-6Al-4V. Currently, these components are milled out of plate-material, resulting in up to 95% of the material being converted into chips that can only be downcycled. However, machining near-net-shape parts poses new challenges. For example, commonly used methods such as the “waterline”- path approach, which uses the residual stiffness of the plate-material to reduce the deflection of the thin-walls due to process forces, can no longer be applied. In thi
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Conference papers on the topic "Plate deflection"

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Kurihashi, Yusuke, Hiroshi Masuya, and Hiroshi Yokoyama. "Assessment of Deflection Distribution in Synthetic Plate Girder Bridge Concrete Decks through Impact Vibration." In IABSE Congress, San José 2024: Beyond Structural Engineering in a Changing World. International Association for Bridge and Structural Engineering (IABSE), 2024. https://doi.org/10.2749/sanjose.2024.0130.

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&lt;p&gt;The aging of RC deck slabs on existing bridges is a serious social problem in Japan. Holes may appear on the RC deck slabs, obstructing road traffic. Therefore, a diagnostic technology that can quickly and accurately evaluate the structural integrity of RC slabs needs to be established. The authors have developed a new method for inspecting and diagnosing existing RC deck slabs using self- propelled impact vibration equipment (SIVE). In this study, the accuracy of measuring RC deck slab deflection was verified in a laboratory experiment. Also, impact load was applied to the RC deck sl
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"Deflections of Flat Plate Floors with Irregular Column Layout." In SP-210: Deflection Control for The Future. American Concrete Institute, 2003. http://dx.doi.org/10.14359/12573.

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Bojanowski, C., G. L. Solbrekken, G. H. Schnieders, J. D. Rivers, E. H. Wilson, and L. P. Foyto. "Deflections of Plates in Research Reactor Fuel by Disparities in Thicknesses of Flow Channels." In ASME 2019 Power Conference. American Society of Mechanical Engineers, 2019. http://dx.doi.org/10.1115/power2019-1928.

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Abstract Low-enriched uranium (LEU) fuel element designs for the U.S. high performance research reactors LEU conversion cores have been optimized by each reactor facility to allow the reactors to meet mission, operational, and safety basis requirements using monolithic uranium-molybdenum fuel. As a part of work supporting the Preliminary Safety Analysis Report (PSAR) submitted to the NRC by the University of Missouri Research Reactor (MURR), the impact of thinner 1.12 mm LEU curved fuel plates, compared to the currently used highly-enriched uranium (HEU) curved plate thickness of 1.27 mm, has
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Jiang, Xiaoli, and C. Guedes Soares. "Effect of Initial Distortions on the Ultimate Capacity of Pitting Corroded Plates." In ASME 2013 32nd International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2013. http://dx.doi.org/10.1115/omae2013-10226.

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The aim of the present paper is to investigate the effects of the initial deflection shape on the ultimate capacity of pitting corroded plates under biaxial compression. A series of nonlinear FEM analysis of plates with partial depth pits are carried out, changing the geometrical attributes of both pits and plates, i.e., the radius, depth and location of the pits and the slenderness of the plates. A realistic thin-horse shape initial deflection and a simplified buckling shape initial deflection are assumed and compared. It is shown that the initial deflection shape has a tremendous effect on t
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Tauchert, Theodore R., Sarp Adali, Viktor E. Verijenko, and Alexander A. Richter. "Minimum Deflection Design of Piezothermoelastic Laminated Composite Plates." In ASME 1997 International Mechanical Engineering Congress and Exposition. American Society of Mechanical Engineers, 1997. http://dx.doi.org/10.1115/imece1997-0727.

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Abstract The converse piezo effect is used to minimize the deflection of a given point for antisymmetrically laminated rectangular plates. The piezoelectric layers are bonded to the top and bottom surfaces of the laminate and are subjected to an electrical field. The deformation generated by the piezo effect counteracts the deflections induced by mechanical and/or thermal loads. Moreover, the ply angles can be used as additional design variables to minimize the deflection. In the numerical examples, the mid-point of the plate is specified as the point deflection of which is to be minimized. It
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Kakati, Biraj Kumar, Avijit Ghosh, and Anil Verma. "Graphene Reinforced Composite Bipolar Plate for Polymer Electrolyte Membrane Fuel Cell." In ASME 2011 9th International Conference on Fuel Cell Science, Engineering and Technology collocated with ASME 2011 5th International Conference on Energy Sustainability. ASMEDC, 2011. http://dx.doi.org/10.1115/fuelcell2011-54661.

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Composite bipolar plates for polymer electrolyte membrane fuel cell (PEMFC) were developed by compression molding technique using vinyl ester resin as a binder and natural graphite, carbon black, and carbon fiber as conductive reinforcements. The developed bipolar plates were characterized for electrical conductivity, flexural strength, deflection at mid-span, hydrogen permeability, and morphology. The in-plane and through-plane electrical conductivities of the composite bipolar plate (VER:25%;CB:5%;CF:5%;NG:65%) were 355.05 and 95.96 S·cm−1, respectively. The flexural strength of the same bip
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Sumali, Hartono, Jordan E. Massad, Pavel M. Chaplya, and Jeffrey W. Martin. "Deflection Control of a Corner-Supported Plate Using Segmented In-Plane Actuators." In ASME 2004 International Mechanical Engineering Congress and Exposition. ASMEDC, 2004. http://dx.doi.org/10.1115/imece2004-61141.

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This paper describes an array of in-plane piezoelectric actuator segments laminated onto a corner-supported substrate to create a thin bimorph for reflector applications. An electric field distribution over the actuator segments causes the segments to expand or contract, thereby effecting plate deflection. To achieve a desired bimorph shape, the shape is first expressed as a two-dimensional series expansion. Then, using coefficients from the series expansion, an inverse problem is solved that determines the electric field distribution realizing the desired plate shape. A static example is pres
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"Analytical Representation of Flat Plate Structures Under Vertical and Lateral Loads." In SP-161: Recent Developments in Deflection Evaluation of Concrete. American Concrete Institute, 1996. http://dx.doi.org/10.14359/1439.

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Paik, Jeom Kee, Do Kyun Kim, Hoseong Lee, and Yong Lae Shim. "Elastic Large Deflection Behavior of Plates With Partially Rotation-Restrained Edges." In ASME 2010 29th International Conference on Ocean, Offshore and Arctic Engineering. ASMEDC, 2010. http://dx.doi.org/10.1115/omae2010-20757.

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The edge condition of the plating in a continuous stiffened-plate structure is neither simply supported nor clamped because the torsional rigidity of the support members at the plate edges is neither zero nor infinite. In a robust ship structural design, it is necessary to accurately take into account the effect of the edge condition in analyses of plate behavior. The aim of this study is to investigate the elastic large deflection behavior of plates with partially rotation-restrained edges in association with the torsional rigidity of the support members and under biaxial compression. An anal
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Zhu, Ling, Xu He, T. X. Yu, F. L. Chen, and Yinggang Li. "Scaling Effect on Saturated Impulse for Square Plates Under Rectangular Pulse Loading." In ASME 2016 35th International Conference on Ocean, Offshore and Arctic Engineering. American Society of Mechanical Engineers, 2016. http://dx.doi.org/10.1115/omae2016-54366.

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In this paper, the saturated impulse phenomenon is investigated for elastic-plastic square plates under rectangular pulse loading. Dynamic elastic-plastic response (e.g. the deflection-time curve) of square plates is simulated by employing the finite element (FE) code ABAQUS. Numerical results show that two saturated impulses exist for an elastic-plastic plate: one is for maximum deflection and the other is for permanent deflection, and are compared with that obtained from rigid-plastic analysis. The saturated impulse for permanent deflection in the high load range lie between the upper and lo
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Reports on the topic "Plate deflection"

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Jain, Prashant K., James D. Freels, and David Howard Cook. 3D COMSOL Simulations for Thermal Deflection of HFIR Fuel Plate in the "Cheverton-Kelley" Experiments. Office of Scientific and Technical Information (OSTI), 2012. http://dx.doi.org/10.2172/1047622.

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Demchyna, Bohdan, and Yaroslav Shydlovskyi. Recommendations for Designing Wooden Arches on Metal-toothed Plates. Intellectual Archive, 2021. http://dx.doi.org/10.32370/ia_2021_03_18.

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This paper presents the findings of the pilot studies and recommendations for designing of two-hinged wooden arches. The prototype models of wooden arches with the span of 6mand the rise of 1m were designed. The models had a rectangular cross-section of 180x40mm and a T-section of 180x40mm with a plywood plate with the thickness of 6 mm and the width of 500mm. The main objective of the T-section was to ensure the stability of the arch. Each arch was composed of six segments –boards joined by clamping plates. The bowstring truss including two inclined tie bars enables carrying asymmetric loads
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Smalley. L51500c Crankshaft Stress Reduction through Improved Alignment C Vol 3. Pipeline Research Council International, Inc. (PRCI), 1985. http://dx.doi.org/10.55274/r0010680.

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Four-volume report covering a two-year investigation of factors affecting crankshaft stress due to engine alignment conditions including foundation/grouting effects, unpredictable thermal growth and case load deflections. Two volumes are year-end reports, and two volumes are topical reports covering field tests (one sole-plate mounted and one grouted engine).
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Smalley. L51500b Crankshaft Stress Reduction through Improved Alignment B Vol 2. Pipeline Research Council International, Inc. (PRCI), 1985. http://dx.doi.org/10.55274/r0010661.

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Four-volume report covering a two-year investigation of factors affecting crankshaft stress due to engine alignment conditions including foundation/grouting effects, unpredictable thermal growth and case load deflections. Two volumes are year-end reports, and two volumes are topical reports covering field tests (one sole-plate mounted and one grouted engine).
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Smalley. L51500d Crankshaft Stress Reduction through Improved Alignment D Vol 4. Pipeline Research Council International, Inc. (PRCI), 1985. http://dx.doi.org/10.55274/r0010506.

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Four-volume report covering a two-year investigation of factors affecting crankshaft stress due to engine alignment conditions including foundation/grouting effects, unpredictable thermal growth and case load deflections. Two volumes are year-end reports, and two volumes are topical reports covering field tests (one sole-plate mounted and one grouted engine).
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Smalley. L51500a Crankshaft Stress Reduction through Improved Alignment A Vol 1. Pipeline Research Council International, Inc. (PRCI), 1985. http://dx.doi.org/10.55274/r0010656.

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Four-volume report covering a two-year investigation of factors affecting crankshaft stress due to engine alignment conditions including foundation/grouting effects, unpredictable thermal growth and case load deflections. Two volumes are year-end reports, and two volumes are topical reports covering field tests (one sole-plate mounted and one grouted engine).
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Venturini, Marco. Out-of-Plane Deflections as a Diagnostic Tool and Application to PEP-II. Office of Scientific and Technical Information (OSTI), 2001. http://dx.doi.org/10.2172/784864.

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Akileh, Aiman. Elastic-plastic analysis of axisymmetrically loaded isotropic circular and annular plates undergoing large deflections. Portland State University Library, 2000. http://dx.doi.org/10.15760/etd.5441.

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FATIGUE TESTS OF COMPOSITE DECKS WITH MCL CONNECTORS. The Hong Kong Institute of Steel Construction, 2022. http://dx.doi.org/10.18057/ijasc.2022.18.4.7.

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Full-scale fatigue tests were performed on three composite decks with the MCL (modified clothoid) connectors to investigate their fatigue performance. Fatigue life and failure mode of the composite bridge decks were explored by measuring the specimens with three different stress amplitudes. The deflection, strain, carrying capacity, and stiffness degradation of the composite decks were measured and analyzed in the test. In addition, parameter analysis was performed using finite-element method in this study. Results showed that the mechanical performance of the composite decks accorded with the
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MECHANICAL BEHAVIOR AND CATENARY ACTION OF RESTRAINED STEEL BEAM UNDER FIRE. The Hong Kong Institute of Steel Construction, 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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