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Dissertations / Theses on the topic 'Structural behavior of plates'

Author: Grafiati

Published: 4 June 2021

Last updated: 9 February 2022

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1

Lim, B. S. "Buckling behaviour of asymmetric edge stiffened plates." Thesis, University of Strathclyde, 1985. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.371363.

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2

Mahmood, Salih Qasim. "Behavior of Lap Shear Connections with Thermally Insulating Filler Plates." PDXScholar, 2017. https://pdxscholar.library.pdx.edu/open_access_etds/4159.

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This research consists of experimental load tests and numerical simulations of structural steel connections with various filler materials to study the effect of non-steel fillers on the connection strength. Non-steel fillers are used in the steel connections to provide thermal insulation by reducing thermal bridging. Eight specimens having steel and polypropylene filler plates of various thicknesses were tested in the laboratory. The collected data were compared to a Finite Element Analysis (FEA) using ABAQUS to validate the numerical results. After validation, three parametric studies were co

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3

Inalpolat, Murat. "Determination Of Vibroacoustical Behavior Of Plates By Intensity Methods." Master's thesis, METU, 2004. http://etd.lib.metu.edu.tr/upload/12605095/index.pdf.

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In this study, sound radiation and power flow characteristics of plates which constitute the bodies of common engineering applications like cars and household appliances are investigated. Three different vibro-acoustical measurement techniques are used in an integrated manner and results obtained are compared with those obtained from analytical models developed. Two-microphone sound intensity measurement with a probe utilizing side-by-side configuration is used to analyze the near-field radiation characteristics of a square steel plate excited by a shaker at its midpoint. Surface intensity is

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4

Paracha, N. B. "The compressive post-buckling behaviour of thin plates with cutouts." Thesis, Cranfield Institute of Technology, 1987. http://hdl.handle.net/1826/938.

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This thesis presents an investigation of the buckling and post-buckling behaviour of plates with cutouts under uniform compression. The theoretical analysis developed for this purpose is based on a combined finite element/-spline procedure which formulates a mathematical representation of the membrane stresses within the plate according to its flat and unbuckled state. These mathematical representations are then utilised in the subsequent energy analysis to determine the point of initial buckling and in a semi-energy post-buckling analysis to determine behaviour of plate after initial instabil

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5

Haji-Kazemi, H. "Behaviour of reinforced concrete beams with externally attached steel plates." Thesis, Bucks New University, 1987. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.377127.

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6

Benamar, Rhali. "Nonlinear dynamic behaviour of fully clamped beams and rectangular isotropic and laminated plates." Thesis, University of Southampton, 1990. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.280910.

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7

Waidemam, Leandro [UNESP]. "Análise dinâmica de placas delgadas utilizando elementos finitos triangulares e retangulares." Universidade Estadual Paulista (UNESP), 2004. http://hdl.handle.net/11449/91480.

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Made available in DSpace on 2014-06-11T19:25:21Z (GMT). No. of bitstreams: 0 Previous issue date: 2004-01-23Bitstream added on 2014-06-13T19:53:02Z : No. of bitstreams: 1 waidemam_l_me_ilha.pdf: 2247815 bytes, checksum: aab885504632d6169da23c5ac9796141 (MD5)<br>Coordenação de Aperfeiçoamento de Pessoal de Nível Superior (CAPES)<br>Fundação de Amparo à Pesquisa do Estado de São Paulo (FAPESP)<br>Este trabalho tem como objetivo principal analisar o comportamento dinâmico de estruturas laminares planas com carregamento perpendicular ao plano médio, em particular as placas delgadas, utilizando

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8

Chattopadhyay, Arka Prabha. "Elastic buckling behavior of plate and tubular structures." Thesis, Kansas State University, 2011. http://hdl.handle.net/2097/8702.

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Master of Science<br>Department of Mechanical and Nuclear Engineering<br>Kevin B. Lease<br>Xiao J. Xin<br>The study of buckling behavior of tubular and cellular structures has been an intriguing area of research in the field of solid mechanics. Unlike the global Euler buckling of slender structures under compressive loads, tubular and cellular structures deform with their walls buckling as individual supported plates. The aspect ratio and the dimensional characteristics of the tube define the buckling behavior of any tube structure. In this thesis, a thorough study on the buckling of polygon t

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9

Augustino, Daudi Salezi, and Antwi-Afari Bernard Adjei. "Parameterized Modelling of Global Structural Behaviour of Modular Based Two Storey Timber Structure." Thesis, Linnéuniversitetet, Institutionen för byggteknik (BY), 2018. http://urn.kb.se/resolve?urn=urn:nbn:se:lnu:diva-77224.

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The global stiffness behaviour of modular-based two storey timber structures was studied under prescribed horizontal displacements at the upper corners of the volume modules. To be able to study this behaviour, a numerical finite element model was created in Abaqus. A parametric study was performed in which the geometry and spring stiffness of joints were varied until the enough stiff module was attained for safe transfer of shear forces through the module structure. The FE-model was parameterized to have possibility to vary positions of door and window openings in the volume modules. These op

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10

Waidemam, Leandro. "Análise dinâmica de placas delgadas utilizando elementos finitos triangulares e retangulares /." Ilha Solteira : [s.n.], 2004. http://hdl.handle.net/11449/91480.

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Orientador: Rogério de Oliveira Rodrigues<br>Banca: Wilson Sergio Venturini<br>Banca: Mônica Pinto Barbosa<br>Resumo: Este trabalho tem como objetivo principal analisar o comportamento dinâmico de estruturas laminares planas com carregamento perpendicular ao plano médio, em particular as placas delgadas, utilizando-se, para isso, a teoria clássica de flexão de placas e a discretização estrutural feita com os elementos finitos triangulares e retangulares trabalhando em conjunto e em separado. Na dedução das matrizes de rigidez e de massas dos elementos finitos em questão utiliza-se a formulação

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11

Franzoni, Lorenzo. "Mechanical behavior of regularly spaced Cross Laminated Timber panels : Modeling and experimental validation in ambient and fire conditions." Thesis, Paris Est, 2016. http://www.theses.fr/2016PESC1113/document.

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Les panneaux en bois lamellé croisé (en anglais CLT - Cross Laminated Timber) sont des éléments de structure composés de couches en bois collées entre eleese et empilées de façon croisée. Chaque couche est composée de planches en bois juxtaposées et généralement non collées sur leur chants. Dans cette thèse, nous étudions l'influence sur le comportement mécanique des espacements entre planches des panneaux avec une approche par modélisation et expérimentation. Les panneaux CLT standard sont considérés comme des panneaux avec des espacements de très faible dimension par opposition aux panneaux

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12

Guo, XuHua. "EFFECTS OF COLUMN STIFFNESS ON SEISMIC BEHAVIOR OF STEEL PLATE SHEAR WALLS." DigitalCommons@CalPoly, 2011. https://digitalcommons.calpoly.edu/theses/639.

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Steel plate shear walls (SPSWs) are a lateral force resisting system consisting of thin infill steel plates surrounded by boundary frame members. The infill steel plates are allowed to buckle in shear and subsequently form diagonal tension field actions during earthquake events. Hysteretic energy dissipation of this system is primarily achieved through yielding of the infill plates. Conceptually, in a SPSW system with ideally rigid columns pinned to ground, the infill plates at different stories will yield simultaneously as a result of the lateral loads. However, when the columns become flexib

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13

Allen, Christine. "Role of end peeling in behavior of reinforced concrete beams with externally bonded reinforcement." Thesis, Georgia Institute of Technology, 2010. http://hdl.handle.net/1853/33982.

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Aging bridges in the United States demand effective, efficient, and economical strengthening techniques to meet future traffic requirements. One such technique is to bond steel or fiber reinforced polymer (FRP) plates to the tension faces of reinforced concrete bridge beams with adhesives to strengthen them in flexure. However, beams that have been flexurally strengthened in this manner often fail prematurely, in particular by plate end peeling. The benefits of flexural strengthening by externally bonded reinforcement can only be fully realized by preventing premature failure modes so as to

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14

Silva, Marcelo Cavalcanti da. "Análise linear estática e dinâmica de placas utilizando o elemento finito prismático regular linear /." Ilha Solteira, 2017. http://hdl.handle.net/11449/149911.

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Orientador: Jefferson Sidney Camacho<br>Resumo: Este trabalho tem como objetivo principal analisar o comportamento linear estático e dinâmico de placas, com carregamento perpendicular ao seu plano médio, realizando a discretização estrutural com o elemento finito prismático regular linear. Na dedução das matrizes de rigidez e de massas do elemento finito em questão, utiliza-se a formulação com parâmetros generalizados e com coordenadas homogêneas, cujas funções aproximadoras com vinte e quatro monômios, respectivamente, foram extraídos do polinômio algébrico cúbico em “x”, “y” e “z”. Para a co

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15

Harman, Kelly. "Structural integrity of lightweight wood truss assemblies exposed to fire : an insight to the behavior of metal truss plate connectors /." Available to subscribers only, 2006. http://proquest.umi.com/pqdweb?did=1136091331&sid=23&Fmt=2&clientId=1509&RQT=309&VName=PQD.

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16

Abbas, Fattah Khudyair. "The behaviour of plated structures under repeated loading." Thesis, Cardiff University, 1989. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.314676.

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17

Prescott, A. T. "The performance of end-plate connections in steel structures and their influence on overall structural behaviour." Thesis, University of Hertfordshire, 1987. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.377587.

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18

Zhu, Ling. "Dynamic inelastic behaviour of ship plates in collision." Thesis, University of Glasgow, 1990. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.324960.

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19

Jhita, P. S. "The stability and post-buckling behaviour of stiffened plates in compression." Thesis, Cranfield University, 1990. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.276166.

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20

Bahrami, Mohammad. "Behaviour of beam-to-column end plate connections in structural steelwork." Thesis, University of Abertay Dundee, 1991. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.304312.

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21

Bedynek, Agnieszka. "Structural behaviour of tapered steel plate girders subjected to shear." Doctoral thesis, Universitat Politècnica de Catalunya, 2014. http://hdl.handle.net/10803/145443.

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Tapered plate girders often form part of large-scale structures such as long continuous bridges or industrial buildings where due to considerable loads the higher resistance is required. There are several important reasons choosing non-prismatic girders. First of all, their tapered shape with gradually changing inertia allows for more effective stress distribution inside the web-panel and contributes to steel reduction and thereby to decrease the overall cost of the structure. Trapezoidal shape of such panels also may be desirable in structures with non-standard shape for example where pre-for

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22

Al-Amery, Riyadh Ibrahim Mohammad. "Behaviour and strength of composite beams and plate girders with web cut-outs." Thesis, Cardiff University, 1990. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.316329.

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23

Wang, Zhi Min. "Behaviour of unstiffened flush end plate beam-to-column connections in structural steelwork." Thesis, Abertay University, 1996. https://rke.abertay.ac.uk/en/studentTheses/a829d377-ad70-47d0-b94e-17da407ea3ae.

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End plate connections are extensively used as moment resistant connections between members in steel frame. Surveys of the English and Scottish Steelwork Industry clearly indicate that the flush end plate connection is the most popular type of beam-to-column connection in steel-framed structures. The popularity of this connection can be attributed to the simplicity of the connection detail and economy associated with their fabrication and erection. Flush end plate connection is less rigid and has a lower moment capacity than that of an extended end plate connection. If a rigid joint is aimed ex

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24

Moreiras, Sérgio Trajano Franco. "Metodologias para o dimensionamento de placas de \"granitos\" em sistemas não-aderentes de fixação." Universidade de São Paulo, 2014. http://www.teses.usp.br/teses/disponiveis/18/18132/tde-29052014-150736/.

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Os sistemas não aderentes de fixação com placas de \"granito\", em comparação com os métodos que empregam argamassas, exigem maior acuidade no projeto e uma avaliação estrutural criteriosa. As metodologias empregadas no país consideram apenas o parâmetro de resistência à tração na flexão na ruptura, não levando em conta outros parâmetros estruturais importantes. Para preencher esta lacuna, o presente trabalho propõe uma metodologia para dimensionamento de três sistemas não aderentes de fixação: fachadas ventiladas, pisos elevados e lajes estruturais. Três \"granitos\" brasileiros de alto valor

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25

Wu, G. P. "Structural performance of multi-layered laminated glass plates." Thesis, Swansea University, 2003. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.636698.

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The work presented in this thesis focus on analysing the structural performance of multi-layered laminated glass places subjected to uniform pressure loading. Numerical simulations using ANSYS finite element software has been performed to analyse the behaviour of laminated glass plates. Theoretical laminated glass beam models that represent the interaction of forces between PVB interlayer and glass have been presented. Based on the formulation of theoretical models, a new modelling technique using shell and link elements has been proposed. The behaviour of glass plate is captured by the shell

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26

Konstantinidis, Georgios. "Structural health monitoring of plates using lamb waves." Thesis, University of Bristol, 2008. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.495779.

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It is desirable for any structural health monitoring (SHM) system to achieve maximum sensitivity with minimum sensor density. This may be accomplished using guided waves. The structural health monitoring system described herein is based on the excitation and reception of guided waves using piezoelectric elements as sensors. One of the main challenges faced is that in all but the most simple structures the wave interactions become too complex for the time domain signals to be interpreted directly.

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27

Cobb, William Geoffrey Carnie. "Optimum holes in flat plates." Thesis, Imperial College London, 1987. http://hdl.handle.net/10044/1/38262.

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28

Abdel-Khalk, Mohamed Farag. "The analysis of sandwich beams and plates." Thesis, University of Salford, 1990. http://usir.salford.ac.uk/26489/.

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This thesis is concerned with the linear and non-linear bending analysis of sandwich beams and plates with flexible cores and thick or profiled metal faces. the project commences with a review of previous work in structural aspects of sandwich construction. It reveals that analytical solutions have been obtained for a small number of simply supported and continuous sandwich beams with equal spans subjected to simple cases of loading. Due to the increasing popularity of such panels in the building industry, there have been demands for more general solutions. Therefore, the purpose of the first

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29

Johnson, William Richard. "Active Structural Acoustic Control of Clamped and Ribbed Plates." BYU ScholarsArchive, 2013. https://scholarsarchive.byu.edu/etd/4011.

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A control metric, the weighted sum of spatial gradients (WSSG), has been developed for use in active structural acoustic control (ASAC). Previous development of WSSG [1] showed that it was an effective control metric on simply supported plates, while being simpler to measure than other control metrics, such as volume velocity. The purpose of the current work is to demonstrate that the previous research can be generalized to plates with a wider variety of boundary conditions and on less ideal plates. Two classes of plates have been considered: clamped flat plates, and ribbed plates. On clamped

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30

Melvin, Dyan, and Dyan Melvin. "Model Based Structural Monitoring of Plates using Kalman Filter." Thesis, The University of Arizona, 2016. http://hdl.handle.net/10150/621369.

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Structural health monitoring (SHM) is a quickly advancing field of study in civil engineering and recent advances in the field are in stark contrast to where the field started. For example modern technology of wireless sensing systems allowed for easier monitoring of structures, but the challenge of limiting the number of instrumented locations has not been overcome with traditional methods. The potential of alternative methods has only been realized in recent years with the increase of model based approaches. In particular, the use of limited measurements to estimate structural response at al

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31

Huang, Haiying. "Single and multiple delamination behavior in composite plates." Diss., Georgia Institute of Technology, 1998. http://hdl.handle.net/1853/12541.

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32

CUNHA, PATRICIA CARLA DA. "BUCKLING AND POST-BUCKLING BEHAVIOR OF FOLDED PLATES." PONTIFÍCIA UNIVERSIDADE CATÓLICA DO RIO DE JANEIRO, 2005. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=7691@1.

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CONSELHO NACIONAL DE DESENVOLVIMENTO CIENTÍFICO E TECNOLÓGICO<br>O presente trabalho tem por objetivo estudar o comportamento crítico e pós-crítico de placas dobradas. Placas dobradas, tanto de aço quanto de concreto, têm sido usadas com grande freqüência em obras de engenharia, particularmente como paredes portantes e coberturas de grandes vãos. Neste último caso, placas dobradas têm uma aplicação semelhante a de cascas esbeltas, sendo, porém, mais simples de construir, dado que são compostas de superfícies planas. Neste trabalho utiliza-se o software ABAQUS para análise de placas dobr

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33

Debbih, Mohammed. "Boundary-element stress analysis of thin and thick plates." Thesis, Cranfield University, 1989. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.238696.

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34

Wolfe, Howard F. "An experimental investigation of nonlinear behaviour of beams and plates excited to high levels of dynamic response." Thesis, University of Southampton, 1995. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.295050.

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35

Hallett, N. M. "Large displacement deformation of plates subject to projectile impact." Thesis, City University London, 1987. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.379616.

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36

Murtiadi, Suryawan. "Behavior of high-strength concrete plates under impact loading." Thesis, National Library of Canada = Bibliothèque nationale du Canada, 1999. http://www.collectionscanada.ca/obj/s4/f2/dsk1/tape8/PQDD_0003/MQ42416.pdf.

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37

Williams, Karen Margaret. "Design, analysis and testing of non metallic rockbolt bearing plates." Thesis, Sheffield Hallam University, 1998. http://shura.shu.ac.uk/20543/.

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Non metallic bearing plates have been identified as the weakest component in GRP rockbolting systems used in UK coal mines. A literature review revealed a shortage of information on the design of rockbolting components, particularly the design of the non metallic bearing plates. Over twenty parameters concerning the design and testing of non metallic rockbolt bearing plates have been investigated using Finite Element Analysis and laboratory testing. The parameters included bearing plate depth, central hole diameter, external diameter, material, coned angle for both solid and webbed bearing pla

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38

Hafez, Mhd Ammar. "THE BEHAVIOR OF SIMPLY SUPPORTED PLATES UNDER EXTREME SHEAR LOADING." Cleveland State University / OhioLINK, 2016. http://rave.ohiolink.edu/etdc/view?acc_num=csu1481821516088229.

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39

Tee, Chee Heong. "Dynamic response of plates and buried structures." Morgantown, W. Va. : [West Virginia University Libraries], 2005. https://etd.wvu.edu/etd/controller.jsp?moduleName=documentdata&jsp%5FetdId=3803.

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Thesis (M.S.)--West Virginia University, 2005.<br>Title from document title page. Document formatted into pages; contains xi, 87 p. : ill. (some col.). Vita. Includes abstract. Includes bibliographical references (p. 76-78).

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40

Osman, Mahmoud Yassin. "Analysis of rectangular composite plates under static lateral loading." Thesis, Lancaster University, 1990. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.305779.

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41

Pelletier, Jacob Leo. "Thermoelastic Analysis and Optimization of Functionally Graded Plates and Shells." Fogler Library, University of Maine, 2005. http://www.library.umaine.edu/theses/pdf/PelletierJL2005.pdf.

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42

Attaf, Brahim. "Vibration and stability analyses of unstiffened and stiffened composite plates." Thesis, University of Surrey, 1990. http://epubs.surrey.ac.uk/842974/.

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Vibration and stability studies have been undertaken on glass fibre reinforced polymer composite unstiffened and stiffened plates to optimise their dynamic properties. Boundary conditions, stiffeners and orthotropy of the material add to the complexity of a mathematical solution and to overcome this problem experimental and analytical studies were undertaken. The former method was carried out by impact hammer and an FFT digital signal analyser and the latter method was undertaken using finite element computer software. The current research concentrated upon the procedures and possible techniqu

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43

Hammond, Lloyd Charles 1961. "The structural response of submerged air-backed plates to underwater explosions." Monash University, Dept. of Civil Engineering, 2000. http://arrow.monash.edu.au/hdl/1959.1/9244.

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44

Paul, J. S. "A study of the vibrational characteristics of thin, imperfect, orthotropic plates." Thesis, University of the West of Scotland, 1985. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.332752.

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45

El-Tayeby, M. M. "The stability characteristics of thin, flat, orthotropic plates with circular holes." Thesis, University of the West of Scotland, 1986. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.372079.

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46

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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47

De, Bruin P. D. (Peter Douglas). "Experimental determination of the effective elastic constants of thin perforated plates." Thesis, Stellenbosch : Stellenbosch University, 1989. http://hdl.handle.net/10019.1/66862.

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48

Zhang, Yingshun. "The use of numerical layerwise theory in the analysis of composite plates." Thesis, University of South Wales, 2001. http://ethos.bl.uk/OrderDetails.do?uin=uk.bl.ethos.289398.

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49

Phillips, John L. "Structural analysis and optimum design of geodesically stiffened composite panels." Thesis, This resource online, 1990. http://scholar.lib.vt.edu/theses/available/etd-03122009-040802/.

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50

Rippe, Christian M. "Burnthrough Modeling of Marine Grade Aluminum Alloy Structural Plates Exposed to Fire." Diss., Virginia Tech, 2015. http://hdl.handle.net/10919/64154.

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Current fire induced burnthrough models of aluminum typically rely solely on temperature thresholds and cannot accurately capture either the occurrence or the time to burnthrough. This research experimentally explores the fire induced burnthrough phenomenon of AA6061-T651 plates under multiple sized exposures and introduces a new burnthrough model based on the near melting creep rupture properties of the material. Fire experiments to induce burnthrough on aluminum plates were conducted using localized exposure from a propane jet burner and broader exposure from a propane sand burner. A mater

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