Examining SIFCON’s Mechanical Behaviors According to Different Fiber and Matrix Phase
Abstract Slurry infiltrated fiber concrete (SIFCON) is a cement-based composite material produced from various fibers. SIFCON contains fiber at a ratio of 5–30% by volume. Thanks to the high fiber ratio of it, SIFCON shows high performance with respect to mechanical features like compressive strengt...
Ausführliche Beschreibung
Gespeichert in:
| Autor*in: |
Alcan, H. Görkem [verfasserIn] |
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| Format: |
E-Artikel |
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| Sprache: |
Englisch |
| Erschienen: |
2019 |
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| Schlagwörter: |
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| Anmerkung: |
© Shiraz University 2019 |
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| Übergeordnetes Werk: |
Enthalten in: Iranian journal of science and technology - Shiraz : Shiraz University, 2001, 43(2019), 3 vom: 03. Jan., Seite 501-507 |
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| Übergeordnetes Werk: |
volume:43 ; year:2019 ; number:3 ; day:03 ; month:01 ; pages:501-507 |
| Links: |
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| DOI / URN: |
10.1007/s40996-018-00227-x |
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SPR03804546X |
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| 520 | |a Abstract Slurry infiltrated fiber concrete (SIFCON) is a cement-based composite material produced from various fibers. SIFCON contains fiber at a ratio of 5–30% by volume. Thanks to the high fiber ratio of it, SIFCON shows high performance with respect to mechanical features like compressive strength, flexural strength, tensile strength and toughness. This new generation special concrete is recommended to be used in explosion-proof military buildings, industrial floors and bridge piers, especially due to its features of high toughness and flexural strength. SIFCON consists of three different phases: slurry phase, fiber phase and interface. In the present study, 10% of steel and woolen polypropylene fiber by volume to observe effect of the change of fiber phase on SIFCON’s mechanical properties. Furthermore, silica fume, equal to 5, 10 and 15% of cement by weight, and fly ash, which is equal to 20, 40 and 60% of cement by weight, were added to examine how mineral additives, which were added into the slurry phase, influence SIFCON’s mechanical features. According to the results of compressive, flexural and toughness tests performed, steel fiber SIFCON specimens were observed to have better mechanical properties than woolen polypropylene fiber samples. On the other hand, the results showed that 15% silica fume added samples and 20% fly ash added samples gave better results. | ||
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| 700 | 1 | |a Bingöl, A. Ferhat |0 (orcid)0000-0002-8798-8343 |4 aut | |
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10.1007/s40996-018-00227-x doi (DE-627)SPR03804546X (SPR)s40996-018-00227-x-e DE-627 ger DE-627 rakwb eng Alcan, H. Görkem verfasserin aut Examining SIFCON’s Mechanical Behaviors According to Different Fiber and Matrix Phase 2019 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © Shiraz University 2019 Abstract Slurry infiltrated fiber concrete (SIFCON) is a cement-based composite material produced from various fibers. SIFCON contains fiber at a ratio of 5–30% by volume. Thanks to the high fiber ratio of it, SIFCON shows high performance with respect to mechanical features like compressive strength, flexural strength, tensile strength and toughness. This new generation special concrete is recommended to be used in explosion-proof military buildings, industrial floors and bridge piers, especially due to its features of high toughness and flexural strength. SIFCON consists of three different phases: slurry phase, fiber phase and interface. In the present study, 10% of steel and woolen polypropylene fiber by volume to observe effect of the change of fiber phase on SIFCON’s mechanical properties. Furthermore, silica fume, equal to 5, 10 and 15% of cement by weight, and fly ash, which is equal to 20, 40 and 60% of cement by weight, were added to examine how mineral additives, which were added into the slurry phase, influence SIFCON’s mechanical features. According to the results of compressive, flexural and toughness tests performed, steel fiber SIFCON specimens were observed to have better mechanical properties than woolen polypropylene fiber samples. On the other hand, the results showed that 15% silica fume added samples and 20% fly ash added samples gave better results. SIFCON (dpeaa)DE-He213 Steel fiber (dpeaa)DE-He213 Woolen polypropylene fiber (dpeaa)DE-He213 Silica fume (dpeaa)DE-He213 Fly ash (dpeaa)DE-He213 Bingöl, A. Ferhat (orcid)0000-0002-8798-8343 aut Enthalten in Iranian journal of science and technology Shiraz : Shiraz University, 2001 43(2019), 3 vom: 03. Jan., Seite 501-507 (DE-627)844238023 (DE-600)2843076-1 2364-1843 nnns volume:43 year:2019 number:3 day:03 month:01 pages:501-507 https://dx.doi.org/10.1007/s40996-018-00227-x lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_120 GBV_ILN_138 GBV_ILN_150 GBV_ILN_151 GBV_ILN_161 GBV_ILN_165 GBV_ILN_170 GBV_ILN_171 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_250 GBV_ILN_281 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_636 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2007 GBV_ILN_2008 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2031 GBV_ILN_2034 GBV_ILN_2037 GBV_ILN_2038 GBV_ILN_2039 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2088 GBV_ILN_2093 GBV_ILN_2106 GBV_ILN_2107 GBV_ILN_2108 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2118 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2144 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2188 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2446 GBV_ILN_2470 GBV_ILN_2472 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_2548 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4242 GBV_ILN_4246 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 AR 43 2019 3 03 01 501-507 |
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10.1007/s40996-018-00227-x doi (DE-627)SPR03804546X (SPR)s40996-018-00227-x-e DE-627 ger DE-627 rakwb eng Alcan, H. Görkem verfasserin aut Examining SIFCON’s Mechanical Behaviors According to Different Fiber and Matrix Phase 2019 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © Shiraz University 2019 Abstract Slurry infiltrated fiber concrete (SIFCON) is a cement-based composite material produced from various fibers. SIFCON contains fiber at a ratio of 5–30% by volume. Thanks to the high fiber ratio of it, SIFCON shows high performance with respect to mechanical features like compressive strength, flexural strength, tensile strength and toughness. This new generation special concrete is recommended to be used in explosion-proof military buildings, industrial floors and bridge piers, especially due to its features of high toughness and flexural strength. SIFCON consists of three different phases: slurry phase, fiber phase and interface. In the present study, 10% of steel and woolen polypropylene fiber by volume to observe effect of the change of fiber phase on SIFCON’s mechanical properties. Furthermore, silica fume, equal to 5, 10 and 15% of cement by weight, and fly ash, which is equal to 20, 40 and 60% of cement by weight, were added to examine how mineral additives, which were added into the slurry phase, influence SIFCON’s mechanical features. According to the results of compressive, flexural and toughness tests performed, steel fiber SIFCON specimens were observed to have better mechanical properties than woolen polypropylene fiber samples. On the other hand, the results showed that 15% silica fume added samples and 20% fly ash added samples gave better results. SIFCON (dpeaa)DE-He213 Steel fiber (dpeaa)DE-He213 Woolen polypropylene fiber (dpeaa)DE-He213 Silica fume (dpeaa)DE-He213 Fly ash (dpeaa)DE-He213 Bingöl, A. Ferhat (orcid)0000-0002-8798-8343 aut Enthalten in Iranian journal of science and technology Shiraz : Shiraz University, 2001 43(2019), 3 vom: 03. Jan., Seite 501-507 (DE-627)844238023 (DE-600)2843076-1 2364-1843 nnns volume:43 year:2019 number:3 day:03 month:01 pages:501-507 https://dx.doi.org/10.1007/s40996-018-00227-x lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_120 GBV_ILN_138 GBV_ILN_150 GBV_ILN_151 GBV_ILN_161 GBV_ILN_165 GBV_ILN_170 GBV_ILN_171 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_250 GBV_ILN_281 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_636 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2007 GBV_ILN_2008 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2031 GBV_ILN_2034 GBV_ILN_2037 GBV_ILN_2038 GBV_ILN_2039 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2088 GBV_ILN_2093 GBV_ILN_2106 GBV_ILN_2107 GBV_ILN_2108 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2118 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2144 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2188 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2446 GBV_ILN_2470 GBV_ILN_2472 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_2548 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4242 GBV_ILN_4246 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 AR 43 2019 3 03 01 501-507 |
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10.1007/s40996-018-00227-x doi (DE-627)SPR03804546X (SPR)s40996-018-00227-x-e DE-627 ger DE-627 rakwb eng Alcan, H. Görkem verfasserin aut Examining SIFCON’s Mechanical Behaviors According to Different Fiber and Matrix Phase 2019 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © Shiraz University 2019 Abstract Slurry infiltrated fiber concrete (SIFCON) is a cement-based composite material produced from various fibers. SIFCON contains fiber at a ratio of 5–30% by volume. Thanks to the high fiber ratio of it, SIFCON shows high performance with respect to mechanical features like compressive strength, flexural strength, tensile strength and toughness. This new generation special concrete is recommended to be used in explosion-proof military buildings, industrial floors and bridge piers, especially due to its features of high toughness and flexural strength. SIFCON consists of three different phases: slurry phase, fiber phase and interface. In the present study, 10% of steel and woolen polypropylene fiber by volume to observe effect of the change of fiber phase on SIFCON’s mechanical properties. Furthermore, silica fume, equal to 5, 10 and 15% of cement by weight, and fly ash, which is equal to 20, 40 and 60% of cement by weight, were added to examine how mineral additives, which were added into the slurry phase, influence SIFCON’s mechanical features. According to the results of compressive, flexural and toughness tests performed, steel fiber SIFCON specimens were observed to have better mechanical properties than woolen polypropylene fiber samples. On the other hand, the results showed that 15% silica fume added samples and 20% fly ash added samples gave better results. SIFCON (dpeaa)DE-He213 Steel fiber (dpeaa)DE-He213 Woolen polypropylene fiber (dpeaa)DE-He213 Silica fume (dpeaa)DE-He213 Fly ash (dpeaa)DE-He213 Bingöl, A. Ferhat (orcid)0000-0002-8798-8343 aut Enthalten in Iranian journal of science and technology Shiraz : Shiraz University, 2001 43(2019), 3 vom: 03. Jan., Seite 501-507 (DE-627)844238023 (DE-600)2843076-1 2364-1843 nnns volume:43 year:2019 number:3 day:03 month:01 pages:501-507 https://dx.doi.org/10.1007/s40996-018-00227-x lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_120 GBV_ILN_138 GBV_ILN_150 GBV_ILN_151 GBV_ILN_161 GBV_ILN_165 GBV_ILN_170 GBV_ILN_171 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_250 GBV_ILN_281 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_636 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2007 GBV_ILN_2008 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2031 GBV_ILN_2034 GBV_ILN_2037 GBV_ILN_2038 GBV_ILN_2039 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2088 GBV_ILN_2093 GBV_ILN_2106 GBV_ILN_2107 GBV_ILN_2108 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2118 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2144 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2188 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2446 GBV_ILN_2470 GBV_ILN_2472 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_2548 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4242 GBV_ILN_4246 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 AR 43 2019 3 03 01 501-507 |
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10.1007/s40996-018-00227-x doi (DE-627)SPR03804546X (SPR)s40996-018-00227-x-e DE-627 ger DE-627 rakwb eng Alcan, H. Görkem verfasserin aut Examining SIFCON’s Mechanical Behaviors According to Different Fiber and Matrix Phase 2019 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © Shiraz University 2019 Abstract Slurry infiltrated fiber concrete (SIFCON) is a cement-based composite material produced from various fibers. SIFCON contains fiber at a ratio of 5–30% by volume. Thanks to the high fiber ratio of it, SIFCON shows high performance with respect to mechanical features like compressive strength, flexural strength, tensile strength and toughness. This new generation special concrete is recommended to be used in explosion-proof military buildings, industrial floors and bridge piers, especially due to its features of high toughness and flexural strength. SIFCON consists of three different phases: slurry phase, fiber phase and interface. In the present study, 10% of steel and woolen polypropylene fiber by volume to observe effect of the change of fiber phase on SIFCON’s mechanical properties. Furthermore, silica fume, equal to 5, 10 and 15% of cement by weight, and fly ash, which is equal to 20, 40 and 60% of cement by weight, were added to examine how mineral additives, which were added into the slurry phase, influence SIFCON’s mechanical features. According to the results of compressive, flexural and toughness tests performed, steel fiber SIFCON specimens were observed to have better mechanical properties than woolen polypropylene fiber samples. On the other hand, the results showed that 15% silica fume added samples and 20% fly ash added samples gave better results. SIFCON (dpeaa)DE-He213 Steel fiber (dpeaa)DE-He213 Woolen polypropylene fiber (dpeaa)DE-He213 Silica fume (dpeaa)DE-He213 Fly ash (dpeaa)DE-He213 Bingöl, A. Ferhat (orcid)0000-0002-8798-8343 aut Enthalten in Iranian journal of science and technology Shiraz : Shiraz University, 2001 43(2019), 3 vom: 03. Jan., Seite 501-507 (DE-627)844238023 (DE-600)2843076-1 2364-1843 nnns volume:43 year:2019 number:3 day:03 month:01 pages:501-507 https://dx.doi.org/10.1007/s40996-018-00227-x lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_120 GBV_ILN_138 GBV_ILN_150 GBV_ILN_151 GBV_ILN_161 GBV_ILN_165 GBV_ILN_170 GBV_ILN_171 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_250 GBV_ILN_281 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_636 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2007 GBV_ILN_2008 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2031 GBV_ILN_2034 GBV_ILN_2037 GBV_ILN_2038 GBV_ILN_2039 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2088 GBV_ILN_2093 GBV_ILN_2106 GBV_ILN_2107 GBV_ILN_2108 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2118 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2144 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2188 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2446 GBV_ILN_2470 GBV_ILN_2472 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_2548 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4242 GBV_ILN_4246 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 AR 43 2019 3 03 01 501-507 |
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10.1007/s40996-018-00227-x doi (DE-627)SPR03804546X (SPR)s40996-018-00227-x-e DE-627 ger DE-627 rakwb eng Alcan, H. Görkem verfasserin aut Examining SIFCON’s Mechanical Behaviors According to Different Fiber and Matrix Phase 2019 Text txt rdacontent Computermedien c rdamedia Online-Ressource cr rdacarrier © Shiraz University 2019 Abstract Slurry infiltrated fiber concrete (SIFCON) is a cement-based composite material produced from various fibers. SIFCON contains fiber at a ratio of 5–30% by volume. Thanks to the high fiber ratio of it, SIFCON shows high performance with respect to mechanical features like compressive strength, flexural strength, tensile strength and toughness. This new generation special concrete is recommended to be used in explosion-proof military buildings, industrial floors and bridge piers, especially due to its features of high toughness and flexural strength. SIFCON consists of three different phases: slurry phase, fiber phase and interface. In the present study, 10% of steel and woolen polypropylene fiber by volume to observe effect of the change of fiber phase on SIFCON’s mechanical properties. Furthermore, silica fume, equal to 5, 10 and 15% of cement by weight, and fly ash, which is equal to 20, 40 and 60% of cement by weight, were added to examine how mineral additives, which were added into the slurry phase, influence SIFCON’s mechanical features. According to the results of compressive, flexural and toughness tests performed, steel fiber SIFCON specimens were observed to have better mechanical properties than woolen polypropylene fiber samples. On the other hand, the results showed that 15% silica fume added samples and 20% fly ash added samples gave better results. SIFCON (dpeaa)DE-He213 Steel fiber (dpeaa)DE-He213 Woolen polypropylene fiber (dpeaa)DE-He213 Silica fume (dpeaa)DE-He213 Fly ash (dpeaa)DE-He213 Bingöl, A. Ferhat (orcid)0000-0002-8798-8343 aut Enthalten in Iranian journal of science and technology Shiraz : Shiraz University, 2001 43(2019), 3 vom: 03. Jan., Seite 501-507 (DE-627)844238023 (DE-600)2843076-1 2364-1843 nnns volume:43 year:2019 number:3 day:03 month:01 pages:501-507 https://dx.doi.org/10.1007/s40996-018-00227-x lizenzpflichtig Volltext GBV_USEFLAG_A SYSFLAG_A GBV_SPRINGER GBV_ILN_11 GBV_ILN_20 GBV_ILN_22 GBV_ILN_23 GBV_ILN_24 GBV_ILN_31 GBV_ILN_32 GBV_ILN_39 GBV_ILN_40 GBV_ILN_60 GBV_ILN_62 GBV_ILN_63 GBV_ILN_65 GBV_ILN_69 GBV_ILN_70 GBV_ILN_73 GBV_ILN_74 GBV_ILN_90 GBV_ILN_95 GBV_ILN_100 GBV_ILN_105 GBV_ILN_110 GBV_ILN_120 GBV_ILN_138 GBV_ILN_150 GBV_ILN_151 GBV_ILN_161 GBV_ILN_165 GBV_ILN_170 GBV_ILN_171 GBV_ILN_187 GBV_ILN_213 GBV_ILN_224 GBV_ILN_230 GBV_ILN_250 GBV_ILN_281 GBV_ILN_285 GBV_ILN_293 GBV_ILN_370 GBV_ILN_602 GBV_ILN_636 GBV_ILN_702 GBV_ILN_2001 GBV_ILN_2003 GBV_ILN_2004 GBV_ILN_2005 GBV_ILN_2006 GBV_ILN_2007 GBV_ILN_2008 GBV_ILN_2009 GBV_ILN_2010 GBV_ILN_2011 GBV_ILN_2014 GBV_ILN_2015 GBV_ILN_2020 GBV_ILN_2021 GBV_ILN_2025 GBV_ILN_2026 GBV_ILN_2027 GBV_ILN_2031 GBV_ILN_2034 GBV_ILN_2037 GBV_ILN_2038 GBV_ILN_2039 GBV_ILN_2044 GBV_ILN_2048 GBV_ILN_2049 GBV_ILN_2050 GBV_ILN_2055 GBV_ILN_2057 GBV_ILN_2059 GBV_ILN_2061 GBV_ILN_2064 GBV_ILN_2065 GBV_ILN_2068 GBV_ILN_2088 GBV_ILN_2093 GBV_ILN_2106 GBV_ILN_2107 GBV_ILN_2108 GBV_ILN_2110 GBV_ILN_2111 GBV_ILN_2112 GBV_ILN_2113 GBV_ILN_2118 GBV_ILN_2129 GBV_ILN_2143 GBV_ILN_2144 GBV_ILN_2147 GBV_ILN_2148 GBV_ILN_2152 GBV_ILN_2153 GBV_ILN_2188 GBV_ILN_2190 GBV_ILN_2232 GBV_ILN_2336 GBV_ILN_2446 GBV_ILN_2470 GBV_ILN_2472 GBV_ILN_2507 GBV_ILN_2522 GBV_ILN_2548 GBV_ILN_4035 GBV_ILN_4037 GBV_ILN_4046 GBV_ILN_4112 GBV_ILN_4125 GBV_ILN_4242 GBV_ILN_4246 GBV_ILN_4249 GBV_ILN_4251 GBV_ILN_4305 GBV_ILN_4306 GBV_ILN_4307 GBV_ILN_4313 GBV_ILN_4322 GBV_ILN_4323 GBV_ILN_4324 GBV_ILN_4325 GBV_ILN_4326 GBV_ILN_4333 GBV_ILN_4334 GBV_ILN_4335 GBV_ILN_4336 GBV_ILN_4338 GBV_ILN_4393 GBV_ILN_4700 AR 43 2019 3 03 01 501-507 |
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Enthalten in Iranian journal of science and technology 43(2019), 3 vom: 03. Jan., Seite 501-507 volume:43 year:2019 number:3 day:03 month:01 pages:501-507 |
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Enthalten in Iranian journal of science and technology 43(2019), 3 vom: 03. Jan., Seite 501-507 volume:43 year:2019 number:3 day:03 month:01 pages:501-507 |
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Alcan, H. Görkem @@aut@@ Bingöl, A. Ferhat @@aut@@ |
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| author |
Alcan, H. Görkem |
| spellingShingle |
Alcan, H. Görkem misc SIFCON misc Steel fiber misc Woolen polypropylene fiber misc Silica fume misc Fly ash Examining SIFCON’s Mechanical Behaviors According to Different Fiber and Matrix Phase |
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| topic_title |
Examining SIFCON’s Mechanical Behaviors According to Different Fiber and Matrix Phase SIFCON (dpeaa)DE-He213 Steel fiber (dpeaa)DE-He213 Woolen polypropylene fiber (dpeaa)DE-He213 Silica fume (dpeaa)DE-He213 Fly ash (dpeaa)DE-He213 |
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misc SIFCON misc Steel fiber misc Woolen polypropylene fiber misc Silica fume misc Fly ash |
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misc SIFCON misc Steel fiber misc Woolen polypropylene fiber misc Silica fume misc Fly ash |
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misc SIFCON misc Steel fiber misc Woolen polypropylene fiber misc Silica fume misc Fly ash |
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Examining SIFCON’s Mechanical Behaviors According to Different Fiber and Matrix Phase |
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Examining SIFCON’s Mechanical Behaviors According to Different Fiber and Matrix Phase |
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Alcan, H. Görkem |
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Iranian journal of science and technology |
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Alcan, H. Görkem Bingöl, A. Ferhat |
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Alcan, H. Görkem |
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| title_sort |
examining sifcon’s mechanical behaviors according to different fiber and matrix phase |
| title_auth |
Examining SIFCON’s Mechanical Behaviors According to Different Fiber and Matrix Phase |
| abstract |
Abstract Slurry infiltrated fiber concrete (SIFCON) is a cement-based composite material produced from various fibers. SIFCON contains fiber at a ratio of 5–30% by volume. Thanks to the high fiber ratio of it, SIFCON shows high performance with respect to mechanical features like compressive strength, flexural strength, tensile strength and toughness. This new generation special concrete is recommended to be used in explosion-proof military buildings, industrial floors and bridge piers, especially due to its features of high toughness and flexural strength. SIFCON consists of three different phases: slurry phase, fiber phase and interface. In the present study, 10% of steel and woolen polypropylene fiber by volume to observe effect of the change of fiber phase on SIFCON’s mechanical properties. Furthermore, silica fume, equal to 5, 10 and 15% of cement by weight, and fly ash, which is equal to 20, 40 and 60% of cement by weight, were added to examine how mineral additives, which were added into the slurry phase, influence SIFCON’s mechanical features. According to the results of compressive, flexural and toughness tests performed, steel fiber SIFCON specimens were observed to have better mechanical properties than woolen polypropylene fiber samples. On the other hand, the results showed that 15% silica fume added samples and 20% fly ash added samples gave better results. © Shiraz University 2019 |
| abstractGer |
Abstract Slurry infiltrated fiber concrete (SIFCON) is a cement-based composite material produced from various fibers. SIFCON contains fiber at a ratio of 5–30% by volume. Thanks to the high fiber ratio of it, SIFCON shows high performance with respect to mechanical features like compressive strength, flexural strength, tensile strength and toughness. This new generation special concrete is recommended to be used in explosion-proof military buildings, industrial floors and bridge piers, especially due to its features of high toughness and flexural strength. SIFCON consists of three different phases: slurry phase, fiber phase and interface. In the present study, 10% of steel and woolen polypropylene fiber by volume to observe effect of the change of fiber phase on SIFCON’s mechanical properties. Furthermore, silica fume, equal to 5, 10 and 15% of cement by weight, and fly ash, which is equal to 20, 40 and 60% of cement by weight, were added to examine how mineral additives, which were added into the slurry phase, influence SIFCON’s mechanical features. According to the results of compressive, flexural and toughness tests performed, steel fiber SIFCON specimens were observed to have better mechanical properties than woolen polypropylene fiber samples. On the other hand, the results showed that 15% silica fume added samples and 20% fly ash added samples gave better results. © Shiraz University 2019 |
| abstract_unstemmed |
Abstract Slurry infiltrated fiber concrete (SIFCON) is a cement-based composite material produced from various fibers. SIFCON contains fiber at a ratio of 5–30% by volume. Thanks to the high fiber ratio of it, SIFCON shows high performance with respect to mechanical features like compressive strength, flexural strength, tensile strength and toughness. This new generation special concrete is recommended to be used in explosion-proof military buildings, industrial floors and bridge piers, especially due to its features of high toughness and flexural strength. SIFCON consists of three different phases: slurry phase, fiber phase and interface. In the present study, 10% of steel and woolen polypropylene fiber by volume to observe effect of the change of fiber phase on SIFCON’s mechanical properties. Furthermore, silica fume, equal to 5, 10 and 15% of cement by weight, and fly ash, which is equal to 20, 40 and 60% of cement by weight, were added to examine how mineral additives, which were added into the slurry phase, influence SIFCON’s mechanical features. According to the results of compressive, flexural and toughness tests performed, steel fiber SIFCON specimens were observed to have better mechanical properties than woolen polypropylene fiber samples. On the other hand, the results showed that 15% silica fume added samples and 20% fly ash added samples gave better results. © Shiraz University 2019 |
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Examining SIFCON’s Mechanical Behaviors According to Different Fiber and Matrix Phase |
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Bingöl, A. Ferhat |
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