Literatura académica sobre el tema "Laminated glass beams and panels"
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Artículos de revistas sobre el tema "Laminated glass beams and panels"
Pelayo, F. y M. López-Aenlle. "Natural frequencies and damping ratios of multi-layered laminated glass beams using a dynamic effective thickness". Journal of Sandwich Structures & Materials 21, n.º 2 (1 de marzo de 2017): 439–63. http://dx.doi.org/10.1177/1099636217695479.
Texto completoZdražilová, Michaela, Zdeněk Sokol y Martina Eliášová. "Simple Laminated Glass Panels with Embedded Point Connection under Short-Term Load". IOP Conference Series: Materials Science and Engineering 1203, n.º 2 (1 de noviembre de 2021): 022079. http://dx.doi.org/10.1088/1757-899x/1203/2/022079.
Texto completoRezaei, Mohsen, Vasileios Karatzas, Christian Berggreen y Leif A. Carlsson. "The effect of elevated temperature on the mechanical properties and failure modes of GFRP face sheets and PET foam cored sandwich beams". Journal of Sandwich Structures & Materials 22, n.º 4 (19 de junio de 2018): 1235–55. http://dx.doi.org/10.1177/1099636218781995.
Texto completoAngelides, Socrates C., James P. Talbot y Mauro Overend. "The effects of high strain-rate and in-plane restraint on quasi-statically loaded laminated glass: a theoretical study with applications to blast enhancement". Glass Structures & Engineering 4, n.º 3 (21 de septiembre de 2019): 403–20. http://dx.doi.org/10.1007/s40940-019-00107-4.
Texto completoSá, Mário F., Augusto M. Gomes, João R. Correia y Nuno Silvestre. "Flexural Behavior of Pultruded GFRP Deck Panels with Snap-Fit Connections". International Journal of Structural Stability and Dynamics 18, n.º 02 (febrero de 2018): 1850019. http://dx.doi.org/10.1142/s0219455418500190.
Texto completoSanto, Dario, Silvana Mattei y Chiara Bedon. "Elastic Critical Moment for the Lateral–Torsional Buckling (LTB) Analysis of Structural Glass Beams with Discrete Mechanical Lateral Restraints". Materials 13, n.º 11 (29 de mayo de 2020): 2492. http://dx.doi.org/10.3390/ma13112492.
Texto completoSandeep, S. H. y C. V. Srinivasa. "Hybrid Sandwich Panels: A Review". International Journal of Applied Mechanics and Engineering 25, n.º 3 (1 de septiembre de 2020): 64–85. http://dx.doi.org/10.2478/ijame-2020-0035.
Texto completoKubit, Andrzej, Tomasz Trzepieciński, Bogdan Krasowski, Ján Slota y Emil Spišák. "Strength Analysis of a Rib-Stiffened GLARE-Based Thin-Walled Structure". Materials 13, n.º 13 (30 de junio de 2020): 2929. http://dx.doi.org/10.3390/ma13132929.
Texto completoMajak, Jüri, Johan Anton, Erko Õunapuu, Fabio Auriemma, Meelis Pohlak, Martin Eerme y Aleksander Klauson. "Experimental Evaluation and Numerical Modelling Residual Stresses in Glass Panel". MATEC Web of Conferences 253 (2019): 02003. http://dx.doi.org/10.1051/matecconf/201925302003.
Texto completoWitmer, Ray W., Harvey B. Manbeck y John J. Janowiak. "Finite-Element Modeling of Red Maple Glued-Laminated T-Beams and Bridge Behavior". Transportation Research Record: Journal of the Transportation Research Board 1575, n.º 1 (enero de 1997): 53–59. http://dx.doi.org/10.3141/1575-08.
Texto completoTesis sobre el tema "Laminated glass beams and panels"
Bedon, Chiara. "Problemi di stabilità negli elementi in vetro strutturale e studio innovativo di facciate in vetro-acciaio sottoposte a carico da esplosione". Doctoral thesis, Università degli studi di Trieste, 2012. http://hdl.handle.net/10077/7403.
Texto completoRecentemente, la richiesta architettonica sempre più spinta di trasparenza e luminosità ha favorito la diffusione nell’edilizia del vetro come materiale da costruzione. Sebbene si tratti di un materiale ancora poco conosciuto rispetto ad altri materiali convenzionali, il vetro trova, infatti, ampia applicazione nelle realizzazioni strutturali più innovative. Anche se le soluzioni architettoniche proposte trovano ampio consenso, spesso la difficoltà principale consiste nel dimensionare adeguatamente tali elementi e nel preservarne l’integrità da eventuali fenomeni di instabilità. Con riferimento a questo tema, nella presente tesi vengono proposte alcune significative formulazioni analitiche per la verifica di stabilità di elementi in vetro monolitico, stratificato o vetro-camera, con particolare attenzione per il comportamento di travi compresse, travi inflesse, pannelli sottoposti a compressione nel piano o taglio nel piano. Allo stesso tempo, viene studiato il comportamento di facciate in vetro-acciaio sottoposte a carico da esplosione, con riferimento specifico a due tipologie di facciata note come facciate continue a lastre indipendenti, controventate da un sistema di cavi pretesi, e facciate a pannelli, nelle quali le lastre di vetro sono sostenute da un telaio metallico di supporto. Per ciascuna tipologia di facciata, vengono evidenziate le criticità dovute a carichi da esplosione di varia intensità mediante opportuni modelli numerici. Inoltre, viene analizzato l’effetto di eventuali dispositivi in grado di mitigarne le componenti principali assorbendo e/o dissipando parte dell’energia d’ingresso associata all’evento esplosivo.
Recently, due to aesthetic and architectural requirements of transparency and lightness, the use of glass as a structural material showed a strong increase. Although its load carrying behavior is actually not well-known, glass finds large application in modern and innovative buildings. Nevertheless, the main difficulties are related to the proper design of these structural elements and in the preservation of their integrity, avoiding possible buckling phenomena. In this context, this Doctoral Thesis proposes a series of interesting analytical formulations suitable for the buckling verification of monolithic, laminated, insulated structural glass element, with particular attention for the load carrying behavior of beams in compression or in bending, as well as for the buckling response of glass panels subjected to in-plane compression or shear. At the same time, the Thesis focuses also on the dynamic behavior of two different typologies of steel-glass façades subjected to air blast loads, whit particular attention to the analysis of cable-supported façades and conventional curtain walls, in which a metallic frame supports the glass panels. In both the circumstances, accurate numerical simulations are performed to highlight the criticalities of similar structural systems, in presence of high-level or medium / low-level air blast loads. Finally, the structural benefits of possible devices able to mitigate the effects of explosions in the main components of these façades, by partly storing / dissipating the incoming energy, are investigated numerically and analytically.
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King, Bryan L. "Wood deck bridges-stress laminated wood panels on steel beams". Morgantown, W. Va. : [West Virginia University Libraries], 2001. http://etd.wvu.edu/templates/showETD.cfm?recnum=1860.
Texto completoTitle from document title page. Document formatted into pages; contains xi, 157 p. : ill. (some col.). Includes abstract. Includes bibliographical references (p. 96).
Hidallana, Gamage Hasitha Damruwan. "Response of laminated glass panels to near field blast events". Thesis, Queensland University of Technology, 2015. https://eprints.qut.edu.au/85263/1/Hasitha%20Damruwan_Hidallana%20Gamage_Thesis.pdf.
Texto completoUzhan, Tevfik. "Experimental Analysis Of Curved Laminated Beam". Master's thesis, METU, 2010. http://etd.lib.metu.edu.tr/upload/12612114/index.pdf.
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ASik May 2010, 33 Pages In this thesis, experimental studies are carried out on curved laminated glass beams to form a database for the scientists who may like to test their mathematical models. Beams which are only free to rotate and constrained in radial direction at both ends are tested to make the data available for further calculations. Test setup is prepared to minimize error that could occur due to test setup and data readings. Material testing machine and 4 channel data collecting machine are used to measure the signals at the strain gauges located over the glass beam. Within the range of force applied to the specimens, laminated curved beam shows linear behavior without any fracture. Data collected from the specimens are in conformance with each other. Results obtained from experiments are compared with the results obtained from the mathematical model developed by ASik and Dural (2006). As it is observed from the graphs presented, experimental results from the tests and numerical results from the mathematical model are in good agreement.
Kalluri, Ravi Shankar. "Failure of transparent polymer composite laminated glass panels under impact loading". Diss., Columbia, Mo. : University of Missouri-Columbia, 2007. http://hdl.handle.net/10355/4902.
Texto completoThe entire dissertation/thesis text is included in the research.pdf file; the official abstract appears in the short.pdf file (which also appears in the research.pdf); a non-technical general description, or public abstract, appears in the public.pdf file. Title from title screen of research.pdf file (viewed on March 27, 2008) Includes bibliographical references.
Venkata, Vijai Kumar. "Development and testing of hurricane resistant laminated glass fiber reinforced composite window panels /". free to MU campus, to others for purchase, 2004. http://wwwlib.umi.com/cr/mo/fullcit?p1426111.
Texto completoKalyankar, Rahul R. "Natural fiber reinforced structural insulated panels for panelized construction". Birmingham, Ala. : University of Alabama at Birmingham, 2009. https://www.mhsl.uab.edu/dt/2010r/kalyankar.pdf.
Texto completoLorenc, Jakub. "Obchodní galerie". Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2020. http://www.nusl.cz/ntk/nusl-409839.
Texto completoMyška, Jan. "Sportovní a kulturní areál, Otradov". Master's thesis, Vysoké učení technické v Brně. Fakulta stavební, 2016. http://www.nusl.cz/ntk/nusl-240083.
Texto completoRodrigues, Ana Teresa Vilhena Pontes do Carmo. "Long-term Effects on Structural Glass". Master's thesis, 2017. http://hdl.handle.net/10316/82993.
Texto completoOver the last few decades, there has been a considerable expansion in the use of glass in several sectors of the industry. Its excellent aesthetic properties and potential to improve the energy performance of buildings make this material extremely appealing for both modern architecture and engineering structures. The growing interest in glass as a structural material potentiated the development of numerous applications and has allowed the emerging of modern structures with an increased level of transparency.However, and in spite of the considerable evolution that has occurred in the glass industry, the behavior of glass laminates as structural elements is still insufficiently studied and the existing regulation is incomplete, leading to the development of uneconomical solutions and hampering the expansion of the utilization of this material.In the investigation regarding the properties and the mechanical response of structural glass, the influence of long-term actions is of particular interest, affecting its behavior significantly and having as main consequence the reduction of the load bearing capacity and resistance of this element overtime. One of the main aspects responsible for the deterioration of the effective properties of glass is an environmental phenomenon designated as Stress Corrosion. In addition to that, the materials applied as lamination films are characterized by having properties that depend on mechanical and environmental factors and by deforming over time due to phenomena of creep and relaxation, which results in a contribution to the diminishment of the resistance of laminated glass and ultimately leads to the occurrence of delamination.The present dissertation aims to deepen the study of this theme, reducing the level of uncertainty regarding the expectable long-term behavior of laminated glass beams, both in intact and fractured conditions, through the development of full-scale long-term experimental tests, in which the considered structural layout and loading strategy resemble a real structure situation.The elaborated work lies within the framework of the “S-GLASS: Desempenho Estrutural e Regras de Projeto de Vigas de Vidro Reforçadas Externamente” is being developed at the University of Coimbra.
Ao longo das últimas décadas tem-se verificado uma expansão considerável na utilização do vidro em vários setores da industria. As suas excelentes propriedades estéticas e o seu potencial para melhorar o comportamento energético dos edifícios, tornam este material extremamente apelativo para a arquitetura e para a engenharia modernas. O crescente interesse no vidro como material estrutural potenciou o desenvolvimento de numerosas aplicações, e permitiu o aparecimento de estruturas modernas com um nível de transparência cada vez maior.No entanto, e apesar da considerável evolução que se tem verificado na industria vidreira, o comportamento dos laminados de vidro como elementos estruturais está ainda pouco estudado e a atual regulamentação torna-se incompleta, conduzindo à obtenção de soluções pouco económicas e dificultando a expansão da sua utilização.No âmbito da investigação das propriedades e da resposta mecânica dos elementos de vidro laminado, a influência das ações de longa duração torna-se de particular interesse, afetando significativamente o seu comportamento e tendo como principal consequência a redução da capacidade de carga e resistência destes elementos ao longo do tempo. Um dos principais responsáveis por esta deterioração das propriedades efetivas do vidro é um fenómeno ambiental designado como “Stress Corrosion”. Adicionalmente, os materiais utilizados como película de laminação caracterizam-se por possuir propriedades dependentes de fatores mecânicos e ambientais e por se deformarem ao longo do tempo devido a fenómenos de fluência e relaxação, contribuindo também para diminuição da resistência do vidro laminado. A presente dissertação pretende aprofundar o estudo desta problemática, reduzindo o grau de incerteza relativamente ao comportamento expectável a longo prazo de vigas de vidro laminado, tanto intactas como fraturadas, através do desenvolvimento de ensaios de longa duração à escala real, tendo-se adotado um esquema estrutural e de carregamento semelhantes a uma situação frequente em estruturas reais.O trabalho elaborado encontra-se no âmbito do projeto “S-GLASS: Desempenho Estrutural e Regras de Projeto de Vigas de Vidro Reforçadas Externamente”, desenvolvido na Universidade de Coimbra.
FCT
Capítulos de libros sobre el tema "Laminated glass beams and panels"
Aenlle, Manuel L., Alberto Nieto Marrón y Pelayo Fernández. "Dynamic Behavior of Laminated Glass Beams". En Dynamics of Civil Structures, Volume 4, 283–91. Cham: Springer International Publishing, 2014. http://dx.doi.org/10.1007/978-3-319-04546-7_32.
Texto completoFörch, Matthias. "Laminated Glass Subjected to Blast Load". En Analysis of Glass Panels Subjected to Blast Load, 129–47. Berlin, Heidelberg: Springer Berlin Heidelberg, 2019. http://dx.doi.org/10.1007/978-3-662-59087-4_8.
Texto completoZemanová, Alena, Tomáš Plachý, Jaroslav Schmidt, Tomáš Janda, Jan Zeman y Michal Šejnoha. "Numerical and Experimental Modal Analysis of Laminated Glass Beams". En Dynamical Systems in Applications, 485–95. Cham: Springer International Publishing, 2018. http://dx.doi.org/10.1007/978-3-319-96601-4_43.
Texto completoSukhanova, Olha, Oleksiy Larin, Konstantin Naumenko y Holm Altenbach. "Dynamics of Curved Laminated Glass Composite Panels Under Impact Loading". En Advanced Structured Materials, 91–101. Cham: Springer International Publishing, 2021. http://dx.doi.org/10.1007/978-3-030-75890-5_6.
Texto completoSchulze, Stefan-H., Matthias Pander, Konstantin Naumenko, Anna Girchenko y Holm Altenbach. "Characterization of Polymeric Interlayers in Laminated Glass Beams for Photovoltaic Applications". En Shell-like Structures, 499–506. Berlin, Heidelberg: Springer Berlin Heidelberg, 2011. http://dx.doi.org/10.1007/978-3-642-21855-2_32.
Texto completoMöckel, M., T. Juraschitz y C. Louter. "Numerical simulation of the heat flow through laminated glass beams exposed to fire — a parametric study". En Current Perspectives and New Directions in Mechanics, Modelling and Design of Structural Systems, 872–77. London: CRC Press, 2022. http://dx.doi.org/10.1201/9781003348443-143.
Texto completoMöckel, M., T. Juraschitz y C. Louter. "Numerical simulation of the heat flow through laminated glass beams exposed to fire: A parametric study". En Current Perspectives and New Directions in Mechanics, Modelling and Design of Structural Systems, 305–6. London: CRC Press, 2022. http://dx.doi.org/10.1201/9781003348450-143.
Texto completoHänig, Julian y Bernhard Weller. "Influence of the interlayer core material in glass–plastic composite panels on performance characteristics according to the requirements for laminated safety glass". En Current Perspectives and New Directions in Mechanics, Modelling and Design of Structural Systems, 299–300. London: CRC Press, 2022. http://dx.doi.org/10.1201/9781003348450-140.
Texto completoHänig, Julian y Bernhard Weller. "Influence of the interlayer core material in thin glass–plastic-composite panels on performance characteristics according to the requirements for laminated safety glass". En Current Perspectives and New Directions in Mechanics, Modelling and Design of Structural Systems, 854–59. London: CRC Press, 2022. http://dx.doi.org/10.1201/9781003348443-140.
Texto completoKang, In Seok, Han Seung Lee, Jae Deog Kim, Jae Ho Jang y Jing Yeong Seong. "An Experimental Study on the Performance Evaluation of RC Beams to Calculate the Partial Reduction Coefficient of High Strength Glass Fiber Transparent Composite Panels". En Advances in Fracture and Damage Mechanics VI, 777–80. Stafa: Trans Tech Publications Ltd., 2007. http://dx.doi.org/10.4028/0-87849-448-0.777.
Texto completoActas de conferencias sobre el tema "Laminated glass beams and panels"
Hána, Tomáš, Miroslav Vokáč, Martina Eliášová y Klára V. Machalická. "Advanced computational methods of perpendicularly loaded laminated glass panes". En The 13th international scientific conference “Modern Building Materials, Structures and Techniques”. Vilnius Gediminas Technical University, 2019. http://dx.doi.org/10.3846/mbmst.2019.027.
Texto completo"Four point bending tests of double laminated glass panels". En Engineering Mechanics 2018. Institute of Theoretical and Applied Mechanics of the Czech Academy of Sciences, 2018. http://dx.doi.org/10.21495/91-8-285.
Texto completoZdražilová, Michaela, Zdeněk Sokol y Martina Eliášová. "Tests of Glass Banister Panels with Embedded Laminated Connections". En IABSE Symposium, Prague 2022: Challenges for Existing and Oncoming Structures. Zurich, Switzerland: International Association for Bridge and Structural Engineering (IABSE), 2022. http://dx.doi.org/10.2749/prague.2022.1482.
Texto completoRule, William Keith. "A Numerical Study of the Impact Response of Laminated Glass Panels". En ASME 2005 Pressure Vessels and Piping Conference. ASMEDC, 2005. http://dx.doi.org/10.1115/pvp2005-71065.
Texto completoRuihua Lu, Ganping Shu y Haiyun Li. "Experimental study of point-supported laminated glass panels under concentrated load". En 2011 International Conference on Electric Technology and Civil Engineering (ICETCE). IEEE, 2011. http://dx.doi.org/10.1109/icetce.2011.5776129.
Texto completoYun, Gun-Jin, Shen Shang y Pizhong Qiao. "Fast inverse identification of delamination of E-glass/epoxy laminated composite panels". En SPIE Smart Structures and Materials + Nondestructive Evaluation and Health Monitoring, editado por H. Felix Wu, Aaron A. Diaz, Peter J. Shull y Dietmar W. Vogel. SPIE, 2009. http://dx.doi.org/10.1117/12.821525.
Texto completo"FOUR-POINT BENDING TESTS OF DOUBLE LAMINATED GLASS PANELS WITH EVA INTERLAYER IN VARIOUS LOADING RATES". En Engineering Mechanics 2019. Institute of Thermomechanics of the Czech Academy of Sciences, Prague, 2019. http://dx.doi.org/10.21495/71-0-145.
Texto completoKumar, Lakshmi Narasimha Vijay, Kyoung-Sik Moon, Madhavan Swaminathan, Kimiyuki Kanno, Hirokazu Ito, Taku Ogawa y Koichi Hasegawa. "Demonstration and Comparison of Vertical Via-less Interconnects in Laminated Glass Panels from 40-170 GHz". En 2022 IEEE 72nd Electronic Components and Technology Conference (ECTC). IEEE, 2022. http://dx.doi.org/10.1109/ectc51906.2022.00360.
Texto completoRando, Mario, Gaute Mo, Katie Overton, Fernando Ibáñez y Manuel Sánchez-Solís. "Finansparken Bjergsted: an innovative timber-framed office building". En IABSE Symposium, Guimarães 2019: Towards a Resilient Built Environment Risk and Asset Management. Zurich, Switzerland: International Association for Bridge and Structural Engineering (IABSE), 2019. http://dx.doi.org/10.2749/guimaraes.2019.0729.
Texto completoWeeks, Craig A., Robert S. Bertke y Mark W. Laber. "Soft Body Impact Damage Tolerance of Laminated and 3D Woven Composites". En ASME 1997 International Mechanical Engineering Congress and Exposition. American Society of Mechanical Engineers, 1997. http://dx.doi.org/10.1115/imece1997-0662.
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