Relevant bibliographies by topics / Structural behavior of plates

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Academic literature on the topic 'Structural behavior of plates'

Author: Grafiati
Published: 4 June 2021
Last updated: 9 February 2022

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

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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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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