Mechanical and Electromagnetic Properties of Self-Compacted Geopolymer Concretes With Nano Silica and Steel Fiber Additives
Mechanical and electromagnetic properties (over 2-16 GHz) of self-compacted geopolymer concrete (SCGC) samples with different amounts of nanosilica (NS) and steel-fiber (SF) have been examined. From the mechanical tests, it is observed that, while the amount of NS added to SCGC samples does not make...
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| Veröffentlicht in: | IEEE transactions on instrumentation and measurement 2022, Vol.71, p.1-8 |
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| creator | Hasar, Ugur Cem Eren, Necip Altay Ozturk, Hamdullah Izginli, Mucahit Korkmaz, Huseyin Cevik, Abdulkadir Nis, Anil Irshidat, Mohammad R. |
| description | Mechanical and electromagnetic properties (over 2-16 GHz) of self-compacted geopolymer concrete (SCGC) samples with different amounts of nanosilica (NS) and steel-fiber (SF) have been examined. From the mechanical tests, it is observed that, while the amount of NS added to SCGC samples does not make any noticeable change in compressive strength and modulus of elasticity values, an increase in the amount and/or aspect ratio of SF additives improves these values. From the electromagnetic tests, it is noted that the effect of SF on the reflection properties of SCGC samples is relatively smaller than the effect of NS. Besides, while the incorporation of NS improves the resonance characteristics of transmission properties, additives of SF decrease these properties over the entire frequency band. Finally, sample C7, which has 1% SF with a smaller diameter and 2% NS in reference to the mass of the binder, has the optimum NS and SF additives, producing maximum absorbance values. |
| doi_str_mv | 10.1109/TIM.2022.3173272 |
| format | Article |
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From the mechanical tests, it is observed that, while the amount of NS added to SCGC samples does not make any noticeable change in compressive strength and modulus of elasticity values, an increase in the amount and/or aspect ratio of SF additives improves these values. From the electromagnetic tests, it is noted that the effect of SF on the reflection properties of SCGC samples is relatively smaller than the effect of NS. Besides, while the incorporation of NS improves the resonance characteristics of transmission properties, additives of SF decrease these properties over the entire frequency band. Finally, sample C7, which has 1% SF with a smaller diameter and 2% NS in reference to the mass of the binder, has the optimum NS and SF additives, producing maximum absorbance values.</description><identifier>ISSN: 0018-9456</identifier><identifier>EISSN: 1557-9662</identifier><identifier>DOI: 10.1109/TIM.2022.3173272</identifier><identifier>CODEN: IEIMAO</identifier><language>eng</language><publisher>New York: IEEE</publisher><subject>Additives ; Aspect ratio ; Compressive strength ; Concrete ; Electromagnetic properties ; Electromagnetics ; Frequencies ; Frequency measurement ; geopolymer ; Geopolymers ; Iron ; Mechanical factors ; mechanical properties ; Mechanical tests ; Modulus of elasticity ; nanosilica (NS) ; self-compact ; Slag ; steel fiber (SF) ; Steel fibers</subject><ispartof>IEEE transactions on instrumentation and measurement, 2022, Vol.71, p.1-8</ispartof><rights>Copyright The Institute of Electrical and Electronics Engineers, Inc. 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From the mechanical tests, it is observed that, while the amount of NS added to SCGC samples does not make any noticeable change in compressive strength and modulus of elasticity values, an increase in the amount and/or aspect ratio of SF additives improves these values. From the electromagnetic tests, it is noted that the effect of SF on the reflection properties of SCGC samples is relatively smaller than the effect of NS. Besides, while the incorporation of NS improves the resonance characteristics of transmission properties, additives of SF decrease these properties over the entire frequency band. Finally, sample C7, which has 1% SF with a smaller diameter and 2% NS in reference to the mass of the binder, has the optimum NS and SF additives, producing maximum absorbance values.</description><subject>Additives</subject><subject>Aspect ratio</subject><subject>Compressive strength</subject><subject>Concrete</subject><subject>Electromagnetic properties</subject><subject>Electromagnetics</subject><subject>Frequencies</subject><subject>Frequency measurement</subject><subject>geopolymer</subject><subject>Geopolymers</subject><subject>Iron</subject><subject>Mechanical factors</subject><subject>mechanical properties</subject><subject>Mechanical tests</subject><subject>Modulus of elasticity</subject><subject>nanosilica (NS)</subject><subject>self-compact</subject><subject>Slag</subject><subject>steel fiber (SF)</subject><subject>Steel fibers</subject><issn>0018-9456</issn><issn>1557-9662</issn><fulltext>true</fulltext><rsrctype>article</rsrctype><creationdate>2022</creationdate><recordtype>article</recordtype><sourceid>RIE</sourceid><recordid>eNo9kM9LwzAUx4MoOH_cBS8Bz50vaZs0xzF0DjYVNvFYYvKiGV1T00wQ_3mrE0_v8vl-HnwIuWAwZgzU9Xq-HHPgfJwzmXPJD8iIlaXMlBD8kIwAWJWpohTH5KTvNwAgRSFH5GuJ5k233uiG6tbSmwZNimGrX1tM3tDHGDqMyWNPg6MrbFw2DdtOm4SWzjB0ofncYqTT0JqIacCefXqj97oNdOWbwfurXSXEht76lwGdWOuT_8D-jBw53fR4_ndPydPtzXp6ly0eZvPpZJEZlgvIlLKFrUrGtLNGoLWOoZKFgKoCZJblhXM517mqoGBKoKm4RKH4i0JXSuD5Kbnae7sY3nfYp3oTdrEdXtZcCAlMVgoGCvaUiaHvI7q6i36r42fNoP5JXA-J65_E9V_iYXK5n3hE_MeVlFAxnn8D-2x32w</recordid><startdate>2022</startdate><enddate>2022</enddate><creator>Hasar, Ugur Cem</creator><creator>Eren, Necip Altay</creator><creator>Ozturk, Hamdullah</creator><creator>Izginli, Mucahit</creator><creator>Korkmaz, Huseyin</creator><creator>Cevik, Abdulkadir</creator><creator>Nis, Anil</creator><creator>Irshidat, Mohammad R.</creator><general>IEEE</general><general>The Institute of Electrical and Electronics Engineers, Inc. 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From the mechanical tests, it is observed that, while the amount of NS added to SCGC samples does not make any noticeable change in compressive strength and modulus of elasticity values, an increase in the amount and/or aspect ratio of SF additives improves these values. From the electromagnetic tests, it is noted that the effect of SF on the reflection properties of SCGC samples is relatively smaller than the effect of NS. Besides, while the incorporation of NS improves the resonance characteristics of transmission properties, additives of SF decrease these properties over the entire frequency band. 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| source | IEEE Electronic Library (IEL) |
| subjects | Additives Aspect ratio Compressive strength Concrete Electromagnetic properties Electromagnetics Frequencies Frequency measurement geopolymer Geopolymers Iron Mechanical factors mechanical properties Mechanical tests Modulus of elasticity nanosilica (NS) self-compact Slag steel fiber (SF) Steel fibers |
| title | Mechanical and Electromagnetic Properties of Self-Compacted Geopolymer Concretes With Nano Silica and Steel Fiber Additives |
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