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Estimation of Mechanical and Durability Properties of Self-Compacting Concrete with Fibers Using Ultrasonic Pulse Velocity | ||
| Journal of Rehabilitation in Civil Engineering | ||
| مقاله 4، دوره 6، شماره 2 - شماره پیاپی 12، آبان 2018، صفحه 43-53 اصل مقاله (1.19 M) | ||
| نوع مقاله: Regular Paper | ||
| شناسه دیجیتال (DOI): 10.22075/jrce.2018.798.1099 | ||
| نویسندگان | ||
| Masoud Fallahtabar Shiade؛ Hamidreza Tavakoli* | ||
| Babol Noshirvani University of Technology | ||
| تاریخ دریافت: 17 اردیبهشت 1394، تاریخ بازنگری: 27 مرداد 1397، تاریخ پذیرش: 25 مهر 1397 | ||
| چکیده | ||
| This study addressed the efficiency of ultrasonic pulse velocity (UPV) as a nondestructive test in concrete in estimating the mechanical (compressive and tensile strength) and durability (water absorption) properties of fiber-reinforced self-compacting concrete. To do so, 11 mixture designs containing 3 fiber types (steel: 0.1, 0.2, 0.3 and 0.4 percent by volume, Poly-phenylene Sulfide (PPS): 0.1, 0.2, 0.3 and 0.4% by volume and poly-propylene: 0.1 and 0.2 percent by volume) and a design without fibers as reference concrete have been tested and compared. To measure ultrasonic pulse velocity, cubic specimens were tested. The obtained results were used to develop correlation relationships between UPV of the specimens and the compressive and tensile strength as well as water absorption. For the self-compacting concrete in this study, the range of pulse velocity was obtained. The proposed relations accurately estimate the mechanical and durability properties of this concrete type. | ||
| کلیدواژهها | ||
| Ultrasonic Pulse Velocity؛ Compressive Strength؛ Tensile Strength؛ Water Absorption؛ Self-Compacted Concrete؛ Fibers؛ Correlation Relations | ||
| مراجع | ||
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[1] Ozyildirim, C., and Lane, D.S. (2003). “Evaluation of Self-Consolidating Concrete” National Technical Information Service. [2] Gurjar, A. (2004). “Mix Design and Testing of Self-Consolidating Concrete Using Florida Materials” Report No. BD 503, Daytona Beach, the Florida Department of Transportation. [3] Ouchi M, Hibino M, Okamura H. (1996). ‘Effect of super plasticizer on self-compact ability of fresh concrete’. TRR; 1574:37–40. [4] Khayat KH. (1999). ‘Workability, testing and performance of self-consolidating concrete’. ACI Mater J; 96(3):346. [5] Safiuddin M, West JS, Soudki KA. (2011). ‘Flowing ability of the mortars formulated from self-compacting concretes incorporating rice husk ash’. Constr Build Mater;25:973–8. [6] Romualdi JP, Batson GB. (1963). ‘Mechanics of crack arrest in concrete’. Proc ASCE; 89(EM 3):147–68. [7] Romualdi JP, Mandel JA. (1964) ‘Tensile strength of concrete affected by uniformly distributed closely spaced short lengths of wire reinforcement’. ACI J Proc; 61(6):657–71. [8] Wang Shasha, Zhang Min-Hong, Quek Ser Tong. (2012). ‘Mechanical behavior of fiber-reinforced high-strength concrete subjected to high strain-rate compressive loading’. Constr Build Mater; 31:1–11 [9] Grdic Zoran J, Toplicic Curcic Gordana A, Ristic Nenad S, Despotovic Iva M.Abrasion(2012). ‘resistance of concrete micro-reinforced with polypropylene fibers’. Constr Build Mater; 27(1):305–12 [10] Bai Wenfeng, Zhang Jianhua, Yan Peng, Wang Xinli. (2010). ‘Study on vibration alleviating properties of glass fiber reinforced polymer concrete through orthogonal tests’. Mater Des; 30(4):1417–21 [11] Holschemacher K, Mueller T, Ribakov Y. (2010). ‘Effect of steel fibers on mechanical properties of high-strength concrete’. Mater Des; 31(5):2604–15. [12] JoByByung Wan, Kim Chang Hyun, Lim Jae Hoon. (2007). ‘Investigations on the development of powder concrete with nano-SiO 2 particles’ KSCE J Civil Eng;11(1):37–42 [13] Sadeghi Nik Adel, Bahari Ali, Sadeghi Nik Aref. (2011) .‘Investigation of nano structural properties of cement-based materials’. AmJSci Res;25:104–11 [14] Senff Luciano, Labrincha JoãoA, Ferreira Victor M, Hotza Dachamir, Repette Wellington L. (2009). ‘Effect of nano-silica on rheology and fresh properties of cement pastes and mortars’. Constr Build Mater;23(7):2487–91 [15] Beigi Morteza H, Berenjian Javad, LotfiOmran Omid, Sadeghi Nik Aref, Nikbin Iman M. (2013) .‘An experimental survey on combined effects of fibers and nanosilica on the mechanical, rheological, and durability properties of self-compacting concrete’ Materials and Design,50:1019-1029 [16] Amiri Behtash, Bahari Ali, Sadeghi Nik Aref, Sadeghi Nik Adel, Salman Movahedi Naser. (2012). ’Use of AFM technique to study the nano-silica effects in concrete mixture. Ind JSci Technol;5(2):2055–9. [17] Bungey JH, Millard SG. (1996). ’Testing of concrete in structures’ 3rd ed.Blackie Academic &Professional. [18] Ravindrarajah RSri. (1997). ‘Strength evaluation of high-strength concrete by ultrasonic pulse velocity method’ NDT &EInt;30(4):260 [19] Neville AM. (1981).’Properties of concrete’.3rd ed.London:Pitman publishing limited. [20] ASTM C597-9. (1997).’Standard test method for pulse velocity through concrete’ Book of ASTM standards.American Society for Testing and Materials. [21] Kim Byeong-Chan, Kim Jin-Yeon. (2009). ‘Characterization of ultrasonic properties of concrete’ Mech Res Commun;36(2):207–14. [22] Antonaci P, Bruno CLE, Gliozzi AS, Scalerandi M. ’Monitoring evolution of compressive damage in concrete with linear and nonlinear ultrasonic methods’.Cem Concr Res;40(7):1106–13 [23] Trtnik Gregor, Kavc ˇicˇFranci, Turk Goran. (2009).’Prediction of concrete strength using ultrasonic pulse velocity and artificial neural networks’.Ultrasonics;49(1):53–60 [24] Abo-Qudais Saad A (2005).’Effect of concrete mixing parameters on propagation of ultrasonic waves’.Constr Build Mater;19(4):257–63 [25] Antonaci P, Bruno CLE, Gliozzi AS, Scalerandi M. [26] Aggelis DG, Hadjiyiangou S, Chai HK, Momoki S, Shiotani T. (2011). ’Longitudinal waves for evaluation of large concrete blocks after repair’.NDT &EInt;44(1):61–6 [27] Zhu Jinying, Kee Seong-Hoon, Han Dongyeop, Tsai Yi-Te. (2011).’Effects of air voids on ultrasonic wave propagation in early age cement pastes;.Cem Concr Res;41(8):872–81 [28] Hamid R,Yusof KM,ZainMFM. (2009). ’A combined ( (2010). ‘ultrasound method applied to high performance concrete with silica fume’.Constr Build Mater;24(1):94–8. [29] Solís-CarcañoRómel, Moreno Eric I. (2008). ‘Evaluation of concrete made with crushed limestone aggregate based on ultrasonic pulse velocity.Constr Build Mater; 22(6):1225–31 [30] Malhotra V. (1976).’Testing hardened concrete: non-destructive methods’. Detroit, USA:ACI Monograph No.9; [31] Gaydecki PA, Burdekin FM, Damaj W, John DG, Payne PA. (1992).’The propagation and attenuation of medium-frequency ultrasonic waves in concrete: a signal analytical approach’.Meas Sci Technol;3(1):126–34 [32] Petro JrJohn T, Kim Jubum. (2012).’Detection of delamination in concrete using ultrasonic pulse velocity test.Constr Build Mater;26(1):574–82 [33] Popovics Sandor, Rose Joseph L, Popovics John S. (1990).’The behaviour of ultrasonic pulses in concrete’.Cem Concr Res;20(2):259–70. [34] ASTM C33. (1997) . ’Standard specification for concrete aggregates. Book ofASTM standards. American Society for Testing and Materials. [35] ASTM Annual Book of ASTM Standards. (2000). ‘Volume 04.02, Concrete and Aggregates. ASTM International, West Conshohocken, PA, USA. [36] ACI ACI544.2R. (1999). ‘State-of-the-art report on fiber reinforced concrete. Technical report. ACI, Farmington Hills, MI, USA | ||
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