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        <datestamp>2023-07-10</datestamp>
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        <thesis xmlns="http://www.ndltd.org/standards/metadata/etdms/1.1/" xmlns:xsi="http://www.w3.org/2001/XMLSchema-instance" xmlns:dc="http://purl.org/dc/elements/1.1/" xsi:schemaLocation="http://www.ndltd.org/standards/metadata/etdms/1.1/ http://www.ndltd.org/standards/metadata/etdms/1.1/etdms11.xsd http://purl.org/dc/elements/1.1/ http://www.ndltd.org/standards/metadata/etdms/1.1/etdmsdc.xsd">
          <dc:contributor>Andrawes, Bassem</dc:contributor>
          <dc:contributor>Andrawes, Bassem</dc:contributor>
          <dc:creator>Wierschem, Nicholas E.</dc:creator>
          <dc:date>2010-01-06T16:20:08Z</dc:date>
          <dc:date>2010-01-06T16:20:08Z</dc:date>
          <dc:date>2010-01-06T16:20:08Z</dc:date>
          <dc:description>Superelastic shape memory alloys (SMAs) are a class of metallic alloys that have the unique property of being able to undergo large amounts of plastic strain while remaining elastic and dissipating energy. This thesis explored a strategy for adding ductility and energy dissipation to FRP reinforcing bars through the use of SMA-fiber reinforced polymer (SMA-FRP) composites, an innovative type of composite that consists of a polymer matrix reinforced with small diameter superelastic SMA wires with and without additional conventional fiber reinforcement. In this study an analytical model for the behavior of SMA-FRPs was developed based on experimental results. This model was then used in a parametric study to determine the effect of the composition of the composite on its performance. After which, the SMA-FRP bars were explored as reinforcement for concrete structures with analyses at the section, substructure, and structural levels. From this study it was found that SMA-FRP reinforcing bars behave in a ductile manner and are capable of dissipating energy. Furthermore, it was found that SMA-FRP bars have more potential to improve the ductility and energy dissipation capability of concrete structures compared to conventional FRP bars.</dc:description>
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University of Illinois Theses &amp; Dissertations (ID: 1)
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          <dc:identifier>http://hdl.handle.net/2142/14631</dc:identifier>
          <dc:language>en</dc:language>
          <dc:rights>Copyright 2009 Nicholas E. Wierschem</dc:rights>
          <dc:subject>reinforced concrete</dc:subject>
          <dc:subject>shape memory alloy</dc:subject>
          <dc:subject>Superelastic Shape Memory Alloys (SMA)</dc:subject>
          <dc:subject>Fiber Reinforced Polymer (FRP)</dc:subject>
          <dc:subject>ductility</dc:subject>
          <dc:subject>energy dissipation</dc:subject>
          <dc:title>Superelastic shape memory alloy composite bars for reinforcing concrete structures</dc:title>
          <degree>
            <department>Civil &amp; Environmental Eng</department>
            <departmentCode>1251</departmentCode>
            <discipline>Civil Engineering</discipline>
            <disciplineCode>0106</disciplineCode>
            <grantor>University of Illinois at Urbana-Champaign</grantor>
            <level>Thesis</level>
            <name>M.S.</name>
            <program>MS:Civil Engineering -UIUC</program>
            <programCode>10KS0106MS</programCode>
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