Literatura académica sobre el tema "Rubber behavior"
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Artículos de revistas sobre el tema "Rubber behavior"
Tavio y Usman Wijaya. "Comparative behavior of local hyperelastic lowgrade rubbers for low-cost base isolation". MATEC Web of Conferences 276 (2019): 01001. http://dx.doi.org/10.1051/matecconf/201927601001.
Texto completoZhang, Tengfei, Jie Su, Yuanjie Shu, Fei Shen y Liaoliang Ke. "Fretting Wear Behavior of Three Kinds of Rubbers under Sphere-On-Flat Contact". Materials 14, n.º 9 (23 de abril de 2021): 2153. http://dx.doi.org/10.3390/ma14092153.
Texto completoShin, Hyung Seop, Sung Su Park y Joon Hong Choi. "Influence of Temperature on Dynamic Behavior of Rubber Materials by Taylor Impact Test". Materials Science Forum 673 (enero de 2011): 83–88. http://dx.doi.org/10.4028/www.scientific.net/msf.673.83.
Texto completoIsayev, Avraam I., Tian Liang y Todd M. Lewis. "EFFECT OF PARTICLE SIZE ON ULTRASONIC DEVULCANIZATION OF TIRE RUBBER IN TWIN-SCREW EXTRUDER". Rubber Chemistry and Technology 87, n.º 1 (1 de marzo de 2014): 86–102. http://dx.doi.org/10.5254/rct.13.87926.
Texto completoSoltani, Deng, Taheri, Mirzababaei y Vanapalli. "Swell–Shrink Behavior of Rubberized Expansive Clays During Alternate Wetting and Drying". Minerals 9, n.º 4 (9 de abril de 2019): 224. http://dx.doi.org/10.3390/min9040224.
Texto completoBatistella, Marcos, Monica Francesca Pucci, Arnaud Regazzi, José-Marie Lopez-Cuesta, Ouassila Kadri, David Bordeaux y Florence Ayme. "Fire Behavior of Polyamide 12/Rubber Formulations Made by Laser Sintering". Materials 15, n.º 5 (26 de febrero de 2022): 1773. http://dx.doi.org/10.3390/ma15051773.
Texto completoSugihardjo, Hidajat, Tavio Tavio y Yudha Lesmana. "FE Model of Low Grade Rubber for Modeling Housing’s Low-Cost Rubber Base Isolators". Civil Engineering Journal 4, n.º 1 (7 de febrero de 2018): 24. http://dx.doi.org/10.28991/cej-030966.
Texto completoKadhim, Ali Abdulameer y Hayder M. K. Al-Mutairee. "An Experimental Study on Behavior of Sustainable Rubberized Concrete Mixes". Civil Engineering Journal 6, n.º 7 (1 de julio de 2020): 1273–85. http://dx.doi.org/10.28991/cej-2020-03091547.
Texto completoGhosh, Arun y S. K. De†. "Dependence of Physical Properties and Processing Behavior of Blends of Silicone Rubber and Fluororubber on Blend Morphology". Rubber Chemistry and Technology 77, n.º 5 (1 de noviembre de 2004): 856–72. http://dx.doi.org/10.5254/1.3547856.
Texto completoLi, Yu Ming, Hong Bai Bai y Jian Zheng. "Deformation Behavior of Metal Rubber Material". Key Engineering Materials 353-358 (septiembre de 2007): 571–74. http://dx.doi.org/10.4028/www.scientific.net/kem.353-358.571.
Texto completoTesis sobre el tema "Rubber behavior"
Euchler, Eric, Radek Stocek, Michael Gehde, Jörg-Michael Bunzel, Wolfgang Saal y Reinhold Kipscholl. "Fracture behavior of rubber powder modified rubber blends applied for conveying belt top covers". Universitätsbibliothek Chemnitz, 2016. http://nbn-resolving.de/urn:nbn:de:bsz:ch1-qucosa-198136.
Texto completoEuchler, Eric, Radek Stocek, Michael Gehde, Jörg-Michael Bunzel, Wolfgang Saal y Reinhold Kipscholl. "Fracture behavior of rubber powder modified rubber blends applied for conveying belt top covers". Technische Universität Chemnitz, 2014. https://monarch.qucosa.de/id/qucosa%3A20409.
Texto completoBacigalupo, Lauren N. "Fracture behavior of nano-scale rubber-modified epoxies". Thesis, Lehigh University, 2013. http://pqdtopen.proquest.com/#viewpdf?dispub=3598871.
Texto completoThe primary focus of the first portion of this study is to compare physical and mechanical properties of a model epoxy that has been toughened with one of three different types of rubber-based modifier: a traditional telechelic oligomer (phase separates into micro-size particles), a core-shell latex particle (preformed nano-scale particles) and a triblock copolymer (self-assembles into nano-scale particles). The effect of modifier content on the physical properties of the matrix was determined using several thermal analysis methods, which provided insight into any inherent alterations of the epoxy matrix. Although the primary objective is to study the role of particle size on the fracture toughness, stiffness and strength were also determined since these properties are often reduced in rubber-toughened epoxies. It was found that since the CSR- and SBM-modified epoxies are composed of less rubber, thermal and mechanical properties of the epoxy were better maintained. In order to better understand the fracture behavior and mechanisms of the three types of rubber particles utilized in this study, extensive microscopy analysis was conducted. Scanning transmission electron microscopy (STEM) was used to quantify the volume fraction of particles, transmission optical microscopy (TOM) was used to determine plastic damage zone size, and scanning electron microscopy (SEM) was used to assess void growth in the plastic zone after fracture. By quantifying these characteristics, it was then possible to model the plastic damage zone size as well as the fracture toughness to elucidate the behavior of the rubber-modified epoxies. It was found that localized shear yielding and matrix void growth are the active toughening mechanisms in all rubber-modified epoxies in this study, however, matrix void growth was more prevalent. The second portion of this study investigated the use of three acrylate-based triblocks and four acrylate-based diblocks to modify a model epoxy system. By varying block lengths and the polarity of the epoxy-miscible blocks, a variety of morphologies were generated (such as spherical micelles, layer particles and worm-like micelles). It was found that in some cases, the epoxy-miscible block did not yield domains substantial enough to facilitate increases in toughness. Overall, the thermal and mechanical properties of the acrylate-based triblock- and diblock-modified epoxies were found to be similar to CTBN-modified epoxy, which was used as a control. However, there were properties that were improved with the acrylate-based diblock-modified epoxies when compared to the acrylate-based triblock modified epoxies. Specifically, the viscosity penalty of the diblock-modified epoxies was shown to be a marked improvement over the triblock-modified epoxies, especially given that the fracture toughness values are similar. This reduction in the viscosity penalty becomes an important criterion when considering processing procedures and applications. Additionally, comparing the morphology of the resulting modified-epoxies utilizing atomic force microscopy (AFM) and scanning electron microscopy (SEM) led to a better understanding of the relationship between the particle morphology obtained and the physical properties of the acrylate-based rubber-modified epoxy systems in this research.
JARAMILLO, NATALIA ANDREA DURÁN. "MECHANICAL BEHAVIOR OF SOILS REINFORCED WITH TIRES RUBBER". PONTIFÍCIA UNIVERSIDADE CATÓLICA DO RIO DE JANEIRO, 2016. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=27554@1.
Texto completoCOORDENAÇÃO DE APERFEIÇOAMENTO DO PESSOAL DE ENSINO SUPERIOR
PROGRAMA DE EXCELENCIA ACADEMICA
O volume de pneus inservíveis continua aumentando a cada ano, se tornando um tema de grande preocupação para a sociedade. Motivados por esta problemática ambiental, o presente estudo experimental propõe utilizar a borracha de pneu triturada como reforço de solos, em duas diferentes granulometrias (chips e fibras), como material alternativo para o reforço de dois tipos de solos (areia e solo argiloso). Com este fim realizaram-se ensaios mecânicos, tais como ensaios de compactação proctor standard, ensaios triaxiais do tipo consolidado e isotropicamente drenado e ensaios de adensamento unidimensional, para avaliar os efeitos da granulometria da borracha de pneu, triturada em chips e fibras (com os tamanhos médios de 4,6 mm e 2 mm, respectivamente) e do teor de borracha de pneu (5, 10 por cento e 15 por cento em relação à massa de solo seco), no comportamento mecânico de misturas de areia-borracha e de misturas solo argiloso-borracha. Os resultados mostraram que tanto os chips como as fibras de pneu de borracha contribuem no aumento dos parâmetros de resistência ao cisalhamento de ambos os solos e aumentam a energia de deformação absorvida durante o cisalhamento. Ao analisar a resposta obtida em ambos os solos, se evidencia que, tanto para a argila quanto para a areia, foi mais efetivo o reforço com 10 por cento de fibras de borracha de pneu. Todos os compósitos estudados possuem características de resistência que poderiam cumprir as exigências de determinadas obras geotécnicas (aterros sobre solos moles, reforço de taludes, solo de base de fundações superficiais), portanto o uso da borracha de pneu como reforço de solos contribuiria com o menor consumo de material natural e redução dos custos de transporte e volume de material mobilizado.
The volume of discarded tires continues to increase each year, becoming a major topic of concern for society. Motivated by this environmental issue, this experimental study proposes using tire chips and tire buffings as an alternative material to improve the shear strength of two types of soil (sand and clayey soil). Because of this, standard Proctor compaction tests, consolidated-drained triaxial tests and compressibility tests were performed to assess the influence of tire rubber particle size, (with average sizes of 4.6 mm and 2 mm, respectively) and tire rubber content (5, 10 percent and 15 percent by dry weight of soil) into the mechanical behavior of sand and clayey soil. The tests results showed that both, chips and buffings contribute increasing the shear strength parameters of both the soil and increase the strain energy absorbed during the shear phase. By analyzing, the mechanical response both for clayey soil and for sand was found that the best shear strength improvement was obtained at 10 percent of tire buffings. All the composites showed resistance characteristics that would ensure the requirements for many geotechnical applications (embankments over soft soils, slope reinforcement and surface foundations), so the use of waste tires as a reinforcement material would help solve problems associated with natural resources and reducing transportation costs and earthmoving.
Euchler, Eric, Gert Heinrich, Hannes Michael, Michael Gehde, Radek Stocek, Ondrej Kratina, Reinhold Kipscholl, Jörg-Michael Bunzel y Wolfgang Saal. "Fundamental studies on dynamic wear behavior of SBR rubber compounds modified by SBR rubber powder". Universitätsbibliothek Chemnitz, 2016. http://nbn-resolving.de/urn:nbn:de:bsz:ch1-qucosa-198870.
Texto completoEuchler, Eric, Gert Heinrich, Hannes Michael, Michael Gehde, Radek Stocek, Ondrej Kratina, Reinhold Kipscholl, Jörg-Michael Bunzel y Wolfgang Saal. "Fundamental studies on dynamic wear behavior of SBR rubber compounds modified by SBR rubber powder". Deutsche Kautschuk-Gesellschaft e.V, 2015. https://monarch.qucosa.de/id/qucosa%3A20419.
Texto completoSuttipong, Angthong. "Role of the Rubber Cooperatives in Thailand in Improving Smallholders' Incomes: Empirical Study in Traditional and Non-traditional Rubber Production Areas". Doctoral thesis, Kyoto University, 2021. http://hdl.handle.net/2433/263768.
Texto completoRIBEIRO, PHILLIPE MOURAO. "MECHANICAL BEHAVIOR OF BENTONITE REINFORCED WITH GROUND RUBBER AND PET FLAKES". PONTIFÍCIA UNIVERSIDADE CATÓLICA DO RIO DE JANEIRO, 2018. http://www.maxwell.vrac.puc-rio.br/Busca_etds.php?strSecao=resultado&nrSeq=36542@1.
Texto completoCOORDENAÇÃO DE APERFEIÇOAMENTO DO PESSOAL DE ENSINO SUPERIOR
PROGRAMA DE EXCELENCIA ACADEMICA
As atuais técnicas propostas para a destinação final dos pneus não são 100 por cento eficientes, existindo um grande déficit do material em questão. Um outro material que necessita de uma destinação final é o PET (polietileno tereftalato), que hoje em dia, apesar da grande quantidade reciclada, necessita de mais opções de destinação. O estudo apresentado propõe a utilização da borracha triturada (em forma de fibras e em pó - granulometria inferior a 2mm) em diferentes teores (de 5 por cento e 10 por cento, em relação ao peso seco da bentonita) e do PET triturado (na forma de fibras e em pó), como reforço de uma bentonita, para aumento dos parâmetros de resistência desta. O objetivo da pesquisa consiste em avaliar a possibilidade da utilização da borracha e do PET como melhoramento de bentonita em obras geotécnicas, como por exemplo em camadas impermeabilizantes para aterros sanitários, visto que com a utilização da borracha e do PET em obras geotécnicas seria possível a destinação de um grande volume desses materiais. Para o desenvolvimento do estudo experimental foram realizados ensaios de caracterização física e de caracterização mecânica, como ensaios de cisalhamento direto e adensamento. Com resultados obtidos a partir dos ensaios de cisalhamento direto e ensaio de adensamento, pode se perceber que as misturas B90BF10 e B90PETT10 se mostraram mais favoráveis a utilização como barreira impermeabilizando para aterros sanitários, tendo em vista o aumento nas resistências de Pico, pós pico e residual, além do aumento do coeficiente de adensamento (cv) e redução da permeabilidade (k).
The current techniques proposed for the final destination of the tires are not 100 percent efficient, and there is a great deficit of the material in question. Another material that needs an end destination is the PET (polyethylene terephthalate), which nowadays, despite the large amount recycled, needs more disposal options. the present study proposes the use of crushed rubber (in the form of fibers and powder - granulometry of less than 2 mm) in different contents (5 percent and 10 percent, in relation to the dry weight of bentonite) and crushed PET (in the form of fibers and powder), as reinforcement of a bentonite, to increase the resistance parameters of this one. The objective of the research is to evaluate the possibility of using rubber and PET as an improvement of bentonite in geotechnical works, such as waterproofing layers for sanitary landfills, since with the use of rubber and PET in geotechnical works it would be possible to allocate a large volume of these materials. For the development of the experimental study, physical characterization and mechanical characterization tests were performed, such as direct shear tests and densification. With results obtained from the direct shear tests and the densification test, it can be seen that the mixtures B90BF10 and B90PETT10 were more favorable to use as a waterproofing barrier for sanitary landfills, in view of the increase in peak and residual, besides the increase of the coefficient of densification (cv) and reduction of the permeability (k).
Warley, Russell Lee. "Silica-silicone interactions: Non-linear viscoelastic behavior of silica-filled silicone rubber". Case Western Reserve University School of Graduate Studies / OhioLINK, 1993. http://rave.ohiolink.edu/etdc/view?acc_num=case1057089336.
Texto completoBroussard, Dylan W. "Cyclic Behavior of Small Scale Shear Panels Containing Fiber Reinforced Rubber Concrete". Thesis, University of Louisiana at Lafayette, 2016. http://pqdtopen.proquest.com/#viewpdf?dispub=10002460.
Texto completoShear beams and shear walls were constructed using varying amounts of steel fibers and rubber to determine the effect of these constituents on concrete when subject to shear loads and reversed cyclic loadings. 22 concrete beams were tested using mixes with differing amounts of fibers and rubber. The beams were designed to fail in shear by applying a single downward point load at midspan using a MTS Universal Testing Machine. Using the recorded load and displacement data the behavior of each beam and the shear strength contribution for each mix were determined. For all mixes that included fibers and/or rubber the shear strengths increased 12% to 56% in comparison to the plain concrete mixes. Four concrete walls were also tested using four of the 22 beam mixes. The four selected mixes were chosen based on the comparable compressive strengths and mix constituents. The walls were designed to fail in shear by applying a lateral load to a top block cast on top of the shear wall. The walls were tested on a modular strong-block test system within a rigid steel frame so that the load could be applied by a hydraulic actuator. During testing, the displacement at 10 selected locations, the loads placed on the walls at each displacement, and the behavior were recorded and analyzed. The walls containing rubber experienced lower strengths, a brittle failure with severe spalling and damage, and dissipated a low amount of energy. The walls containing fibers exhibited strain hardening characteristics leading to a ductile failure mode, higher strengths, and little web damage. Using the findings from this study, it can be concluded that both fibers and rubber can be used to increase shear strength but only fibers were found to be a viable option for application in walls subject to reverse cyclic loadings.
Libros sobre el tema "Rubber behavior"
Nagel, Karen Berman. The three young maniacs and the red rubber boots. New York, NY: HarperCollinsPublishers, 1993.
Buscar texto completoViscoelastic behavior of rubbery materials. Oxford: Oxford University Press, 2011.
Buscar texto completoHamilton, Janet L. Natural Rubber: Properties, Behavior and Applications. Nova Science Publishers, Incorporated, 2016.
Buscar texto completoDressing For Pleasure In Rubber Vinyl Leather The Best Of Atomage 19721980. Fuel Publishing, 2010.
Buscar texto completoCanevarolo, S. V. Melt behaviour of thermoplastic rubbers. 1986.
Buscar texto completoYatim, Amir-Hashim Md. Effect of natural latex non-rubbers on the vulcanisation and physical behaviour of natural rubber latex films. 1997.
Buscar texto completoM. Tahir bin Ab Rahman. Further studies of the stress relaxation behaviour of rubber in compression. 1985.
Buscar texto completoDel Socorro Castañeda-Liles, María. The Making of Girls in the Mexican Catholic Imagination. Oxford University Press, 2018. http://dx.doi.org/10.1093/oso/9780190280390.003.0005.
Texto completoCapítulos de libros sobre el tema "Rubber behavior"
Bauman, Judson T. "Rubber Stress-Strain Behavior". En Fatigue, Stress, and Strain of Rubber Components, 9–18. München: Carl Hanser Verlag GmbH & Co. KG, 2008. http://dx.doi.org/10.3139/9783446433403.002.
Texto completoFreakley, Philip K. "Materials Behavior and Testing". En Rubber Processing and Production Organization, 15–41. Boston, MA: Springer US, 1985. http://dx.doi.org/10.1007/978-1-4613-2375-4_2.
Texto completoWiessner, Sven. "Rheological Behavior and Rubber Processing". En Encyclopedia of Polymeric Nanomaterials, 1–10. Berlin, Heidelberg: Springer Berlin Heidelberg, 2014. http://dx.doi.org/10.1007/978-3-642-36199-9_304-1.
Texto completoWiessner, Sven. "Rheological Behavior and Rubber Processing". En Encyclopedia of Polymeric Nanomaterials, 2147–54. Berlin, Heidelberg: Springer Berlin Heidelberg, 2015. http://dx.doi.org/10.1007/978-3-642-29648-2_304.
Texto completoKelly, James M. "Buckling Behavior of Elastomeric Bearings". En Earthquake-Resistant Design with Rubber, 161–89. London: Springer London, 1997. http://dx.doi.org/10.1007/978-1-4471-0971-6_8.
Texto completoKelly, James Marshall. "Buckling Behavior of Elastomeric Bearings". En Earthquake-Resistant Design with Rubber, 89–105. London: Springer London, 1993. http://dx.doi.org/10.1007/978-1-4471-3359-9_8.
Texto completoLi, Yu Ming, Hong Bai Bai y Jian Zheng. "Deformation Behavior of Metal Rubber Material". En Key Engineering Materials, 571–74. Stafa: Trans Tech Publications Ltd., 2007. http://dx.doi.org/10.4028/0-87849-456-1.571.
Texto completoKirane, Kedar y Surita Bhatia. "Structure-Property Relationships for the Mechanical Behavior of Rubber-Graphene Nanocomposites". En Graphene-Rubber Nanocomposites, 109–40. Boca Raton: CRC Press, 2022. http://dx.doi.org/10.1201/9781003200444-5.
Texto completoKelly, James M. "Behavior of Multilayered Bearings Under Compression and Bending". En Earthquake-Resistant Design with Rubber, 131–59. London: Springer London, 1997. http://dx.doi.org/10.1007/978-1-4471-0971-6_7.
Texto completoKelly, James Marshall. "Behavior of Multilayer Bearings Under Compression and Bending". En Earthquake-Resistant Design with Rubber, 69–87. London: Springer London, 1993. http://dx.doi.org/10.1007/978-1-4471-3359-9_7.
Texto completoActas de conferencias sobre el tema "Rubber behavior"
Liu, Ruofan y Erol Sancaktar. "Dual-Stiffness Behavior of Fatigued Tire Rubber". En ASME 2015 International Design Engineering Technical Conferences and Computers and Information in Engineering Conference. American Society of Mechanical Engineers, 2015. http://dx.doi.org/10.1115/detc2015-47782.
Texto completoOhta, Takashi, Shigeyuki Ono, Kazuhiko Seki y Kenya Nakamura. "Study of Rubber Flow Behavior Inside Mold". En SAE 2000 World Congress. 400 Commonwealth Drive, Warrendale, PA, United States: SAE International, 2000. http://dx.doi.org/10.4271/2000-01-0680.
Texto completoGiese, Ulrich. "Influence of Fillers on Thermal Oxidative Aging Behavior of Polydienes". En Technical Meeting of the Rubber Division, ACS. Akron, Ohio, USA: Rubber Division, ACS, 2022. http://dx.doi.org/10.52202/067657-0058.
Texto completoNarita, Hiromichi, Junji Yoshida y Kouichi Takeya. "Experimental Investigation of Temperature-dependent Behavior of a Rubber Material for Base-Isolated Bridges under Multi-axial Loadings". En IABSE Conference, Seoul 2020: Risk Intelligence of Infrastructures. Zurich, Switzerland: International Association for Bridge and Structural Engineering (IABSE), 2020. http://dx.doi.org/10.2749/seoul.2020.289.
Texto completoZhang, Linghong, Tianming Gao, Jiao Yang, Hongxing Gui, Ke Chen y Maofang Huang. "Characterization the rheology behavior of modified skim rubber". En 3rd International Conference on Material, Mechanical and Manufacturing Engineering (IC3ME 2015). Paris, France: Atlantis Press, 2015. http://dx.doi.org/10.2991/ic3me-15.2015.384.
Texto completoDavid, N. V., X. L. Gao y J. Q. Zheng. "Creep Behavior of a TWARON®/Natural Rubber Composite". En ASME 2010 International Mechanical Engineering Congress and Exposition. ASMEDC, 2010. http://dx.doi.org/10.1115/imece2010-38079.
Texto completoTavio, Hidajat Sugihardjo, Agung Purniawan y Yudha Lesmana. "Behavior of rubber base isolator with various shape factors". En PROCEEDINGS OF THE 3RD INTERNATIONAL CONFERENCE ON CONSTRUCTION AND BUILDING ENGINEERING (ICONBUILD) 2017: Smart Construction Towards Global Challenges. Author(s), 2017. http://dx.doi.org/10.1063/1.5011501.
Texto completoCui, Yanan y Lan Wang. "High-Temperature Behavior of Compound Crumb Rubber Modified Asphalt". En Third International Conference on Transportation Engineering (ICTE). Reston, VA: American Society of Civil Engineers, 2011. http://dx.doi.org/10.1061/41184(419)341.
Texto completoLee, Changho, Yong-Hoon Byun y Jong-Sub Lee. "Behavior of Sand-Rubber Mixtures According to Strain Level". En GeoFlorida 2010. Reston, VA: American Society of Civil Engineers, 2010. http://dx.doi.org/10.1061/41095(365)62.
Texto completoZukas, Walter, Michael Sennett, Elizabeth Welsh, Axel Rodriguez, David Ziegler y Paul Touchet. "PERMEATION BEHAVIOR AND PHYSICAL PROPERTIES OF NATURAL RUBBER NANOCOMPOSITES". En Proceedings of the 24th US Army Science Conference. WORLD SCIENTIFIC, 2006. http://dx.doi.org/10.1142/9789812772572_0061.
Texto completoInformes sobre el tema "Rubber behavior"
Obata, Makoto y Yoshiaki Goto. ANALYSIS OF RUBBER BEARING BEHAVIOR WITH MATERIAL DETERIORATION. The Hong Kong Institute of Steel Construction, diciembre de 2018. http://dx.doi.org/10.18057/icass2018.p.121.
Texto completoQuigley, Claudia J. y Joey L. Mead. Mode I Large Strain Viscoelastic Crack Behavior in Nitrile Rubber Sheets. Fort Belvoir, VA: Defense Technical Information Center, octubre de 1994. http://dx.doi.org/10.21236/ada289984.
Texto completoElmore, Monica, Joe Garner, Brian Richert, Don Lay, Anna K. Johnson y Ed Pajor. The Impact of Rubber Mats on the Health, Behavior and Welfareof Group-Housed Sows at Breeding. Ames (Iowa): Iowa State University, enero de 2011. http://dx.doi.org/10.31274/ans_air-180814-773.
Texto completoSmall, IV, W. y T. Wilson. Crystallization Behavior of Virgin TR-55 Silicone Rubber Measured Using Dynamic Mechanical Thermal Analysis with Liquid Nitrogen Cooling. Office of Scientific and Technical Information (OSTI), febrero de 2010. http://dx.doi.org/10.2172/975213.
Texto completoThornell, Travis, Charles Weiss, Sarah Williams, Jennifer Jefcoat, Zackery McClelland, Todd Rushing y Robert Moser. Magnetorheological composite materials (MRCMs) for instant and adaptable structural control. Engineer Research and Development Center (U.S.), noviembre de 2020. http://dx.doi.org/10.21079/11681/38721.
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