Spelling suggestions: "subject:"shape memory"" "subject:"chape memory""
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INVESTIGATION OF SILICONE RUBBER BLENDS AND THEIR SHAPE MEMORY PROPERTIESGuo, Yuelei 14 September 2018 (has links)
No description available.
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High Temperature Shape Memory Polymers & Ionomer Modified AsphaltsShi, Ying 27 August 2013 (has links)
No description available.
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Variable Stiffness and Active Damping Technique for Turbomachinery using Shape Memory AlloysWischt, Rachel Jeanne January 2015 (has links)
No description available.
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Characterization and modeling of ferromagnetic shape memory Ni-Mn-Ga in a collinear stress-field configurationFaidley, LeAnn Elizabeth 08 August 2006 (has links)
No description available.
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Characterization and Modeling of the Ferromagnetic Shape Memory Alloy Ni-Mn-Ga for Sensing and ActuationSarawate, Neelesh Nandkumar 16 September 2008 (has links)
No description available.
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Joining of Shape-Memory NiTi Torque Tubes to Structural MaterialsFox, Gordon R. 19 June 2012 (has links)
No description available.
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Precipitate Phases in Several High Temperature Shape Memory AlloysYang, Fan 19 December 2012 (has links)
No description available.
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Characterization and Modeling of Active Metal-Matrix Composites with Embedded Shape Memory AlloysHahnlen, Ryan M. 20 December 2012 (has links)
No description available.
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Finite Element Analysis of Shape Memory Alloy Biomedical DevicesTabesh, Majid 14 June 2010 (has links)
No description available.
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Applications and life cycle assessment of shape memory polyethylene terephthalate in concrete for crack closureMaddalena, R., Sweeney, John, Winkles, J., Tuinea-Bobe, Cristina-Luminita, Balzano, B., Thompson, Glen P., Arena, N., Jefferson, T. 04 March 2022 (has links)
Yes / Shape memory polymer (SMP) products have been developed for application as crack closure de-vices in concrete. They have been made from PET in the form of both fibres and hollow tubes. Here, manufacturing methods using die-drawing and mandrel-drawing to induce shape memory are reported. The fibre-based devices are incorporated into concrete and, upon triggering, exert shrinkage restraint forces that close cracks in the concrete. The evolution of shrinkage restraint force in the fibres as manufactured was measured as a function of temperature, showing stresses in excess of 35 MPa. Tendons consisting of fibre bundles are incorporated into concreate beams subjected to controlled cracking. When activated, the tendons reduce the crack widths by 80%. The same fibres are used to produce another class of device known as knotted fibres, which have knotted ends that act as anchor points when they incorporated directly into concrete. Upon acti-vation within the cracked concrete, these devices are shown to completely close cracks. The tubes are used to enclose and restrain prestressed Kevlar fibres. When the tubes are triggered, they shrink and release the prestress force in the Kevlar, which is transferred to the surrounding con-crete in the form of a compressive force, thereby closing cracks. The Kevlar fibres also provide substantial reinforcement after activation. The devices are shown to be able to partially and fully close cracks that have been opened to 0.3 mm and achieve post-activation flexural strengths com-parable to those of conventional reinforced and prestressed structural elements. Finally, a pre-liminary life cycle assessment study was used to assess the carbon footprint a nominal unit of concrete made with SMPs fibres compared to conventional concrete. / This research was funded by the UKRI-EPSRC Resilient Materials 4 Life (RM4L), grant number EP/P02081X/1 and the support of ARUP via the UKIMEA research funding.
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