Tensile behavior of strain-hardening geopolymer composites (SHGC) under impact loading
Strain-hardening geopolymer composites (SHGC) exhibit remarkable ductility, crack control and high energy dissipation capacity when subject to quasi-static tensile loading. However, their mechanical performance under dynamic loading has not yet been explored. A comprehensive assessment of possible r...
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Published in: | Cement & concrete composites Vol. 113; p. 103703 |
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01-10-2020
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Abstract | Strain-hardening geopolymer composites (SHGC) exhibit remarkable ductility, crack control and high energy dissipation capacity when subject to quasi-static tensile loading. However, their mechanical performance under dynamic loading has not yet been explored. A comprehensive assessment of possible rate effects is required to facilitate a targeted material design for various practical applications. The article presents the results of an experimental investigation on the mechanical behavior of two types of SHGC under both quasi-static and impact tensile loading. The composites were reinforced with 2% of either short polyvinyl alcohol (PVA) fiber or ultra-high molecular-weight polyethylene (UHMWPE) fiber. The experiments were performed both at the composite scale and at the fiber level. The impact tests on the plain geopolymer matrix and SHGC were performed in a gravity-driven split-Hopkinson tension bar (SHTB) at strain rates of up to 300 s−1. The tests were accompanied by optical measurements to assess specimen deformation and multiple cracking by means of Digital Image Correlation (DIC). The dynamic fiber-matrix bond properties were investigated in a miniature split Hopkinson bar. Both under quasi-static tensile loading and impact tensile loading, the SHGC made with UHMWPE fibers exhibited superior mechanical performance compared to the composite made with PVA fibers. When comparing the impact tensile performance of SHGC with normal-strength SHCC from previous studies, SHGC demonstrated higher dynamic tensile strength and energy dissipation capacity, making SHGC promising for strengthening/prospective applications against highly dynamic actions. |
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AbstractList | Strain-hardening geopolymer composites (SHGC) exhibit remarkable ductility, crack control and high energy dissipation capacity when subject to quasi-static tensile loading. However, their mechanical performance under dynamic loading has not yet been explored. A comprehensive assessment of possible rate effects is required to facilitate a targeted material design for various practical applications. The article presents the results of an experimental investigation on the mechanical behavior of two types of SHGC under both quasi-static and impact tensile loading. The composites were reinforced with 2% of either short polyvinyl alcohol (PVA) fiber or ultra-high molecular-weight polyethylene (UHMWPE) fiber. The experiments were performed both at the composite scale and at the fiber level. The impact tests on the plain geopolymer matrix and SHGC were performed in a gravity-driven split-Hopkinson tension bar (SHTB) at strain rates of up to 300 s−1. The tests were accompanied by optical measurements to assess specimen deformation and multiple cracking by means of Digital Image Correlation (DIC). The dynamic fiber-matrix bond properties were investigated in a miniature split Hopkinson bar. Both under quasi-static tensile loading and impact tensile loading, the SHGC made with UHMWPE fibers exhibited superior mechanical performance compared to the composite made with PVA fibers. When comparing the impact tensile performance of SHGC with normal-strength SHCC from previous studies, SHGC demonstrated higher dynamic tensile strength and energy dissipation capacity, making SHGC promising for strengthening/prospective applications against highly dynamic actions. |
ArticleNumber | 103703 |
Author | de Andrade Silva, Flávio Trindade, Ana Carolina Constâncio Heravi, Ali A. Mechtcherine, Viktor Liebscher, Marco Curosu, Iurie |
Author_xml | – sequence: 1 givenname: Ana Carolina Constâncio orcidid: 0000-0003-0014-8278 surname: Trindade fullname: Trindade, Ana Carolina Constâncio organization: Department of Civil and Environmental Engineering, Pontifícia Universidade Católica do Rio de Janeiro (PUC-Rio), Rio de Janeiro, RJ, 22451-900, Brazil – sequence: 2 givenname: Ali A. surname: Heravi fullname: Heravi, Ali A. organization: Technische Universität Dresden, Institute of Construction Materials, 01062, Dresden, Germany – sequence: 3 givenname: Iurie orcidid: 0000-0002-7864-4565 surname: Curosu fullname: Curosu, Iurie email: iurie.curosu@tu-dresden.de organization: Technische Universität Dresden, Institute of Construction Materials, 01062, Dresden, Germany – sequence: 4 givenname: Marco orcidid: 0000-0003-4054-6414 surname: Liebscher fullname: Liebscher, Marco organization: Technische Universität Dresden, Institute of Construction Materials, 01062, Dresden, Germany – sequence: 5 givenname: Flávio surname: de Andrade Silva fullname: de Andrade Silva, Flávio organization: Department of Civil and Environmental Engineering, Pontifícia Universidade Católica do Rio de Janeiro (PUC-Rio), Rio de Janeiro, RJ, 22451-900, Brazil – sequence: 6 givenname: Viktor surname: Mechtcherine fullname: Mechtcherine, Viktor organization: Technische Universität Dresden, Institute of Construction Materials, 01062, Dresden, Germany |
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