پیوندهای مفید
آمار
| تعداد نشریات | 21 |
| تعداد شمارهها | 678 |
| تعداد مقالات | 9,893 |
| تعداد مشاهده مقاله | 70,062,412 |
| تعداد دریافت فایل اصل مقاله | 49,340,459 |
Experimental Investigation of Mechanical and Dynamic Impact Properties of High Strength Cementitious Composite Containing Micro Steel and PP Fibers | ||
| Journal of Rehabilitation in Civil Engineering | ||
| مقاله 6، دوره 8، شماره 4 - شماره پیاپی 20، بهمن 2020، صفحه 73-89 اصل مقاله (1.04 M) | ||
| نوع مقاله: Regular Paper | ||
| شناسه دیجیتال (DOI): 10.22075/jrce.2020.17480.1332 | ||
| نویسندگان | ||
| Ahmad Dalvand* 1؛ Ebrahim Sharififard2؛ Fereydoon Omidinasab1 | ||
| 1Assistant Professor, Department of Engineering, Lorestan University, Khorramabad, Iran | ||
| 2Graduated MS of Marine Structural Engineering, Department of Civil and Environmental Engineering, Amirkabir University of Technology, Tehran, Iran | ||
| تاریخ دریافت: 29 اسفند 1397، تاریخ بازنگری: 03 خرداد 1399، تاریخ پذیرش: 04 تیر 1399 | ||
| چکیده | ||
| Cementitious composites are one of the most consumed construction materials in the world. The use of cementitious composites is increasing due to their special characteristics. The behavior of high strength cementitious composites is improved by increasing the fiber percentage. In the present paper, the effects of steel microfibers and polypropylene fibers on mechanical properties and impact resistance of high strength cementitious composites are investigated. The percentage of fibers used in the study was 0, 0.5, and 1.5% in seven separate and three combined mix designs. Experiments were carried out on 120 specimens in 10 mix designs. Compressive strength, tensile strength, flexural strength, and dynamic impact tests were carried out on 10 mix designs manufactured in this research. The dynamic impact strength of the disc specimen was investigated by a drop hammer test machine with a capacity of 7500J. After testing the samples, it was shown that using a high percentage of steel and polypropylene fibers reduces the compressive strength and increases tensile strength, flexural strength, and impact strength. The effects of steel microfibers on the reduction of the crush displacement resulting from the dynamic impact were higher than that of polypropylene fibers. | ||
| کلیدواژهها | ||
| Cementitious composites؛ Mechanical properties؛ Impact resistance؛ High strength | ||
| مراجع | ||
|
[1] F. U. A. Shaikh, “Review of mechanical properties of short fibre reinforced geopolymer composites,” Constr. Build. Mater., vol. 43, pp. 37–49, 2013.
[2] M. Akinpelu and A. Adedeji, “Structural Response of Reinforced Self-Compacting Concrete Deep Beam using Finite Element Method,” Soft Comput. Civ. Eng., vol. 2, no. 1, pp. 36–61, 2018.
[3] C. Graczykowski, A. Orlowska, and J. Holnicki-Szulc, “Prestressed composite structures – Modeling, manufacturing, design,” Compos. Struct., vol. 151, pp. 172–182, 2016.
[4] A. Kheyroddin and H. Naderpour, “of Composite Rc Shear Walls,” vol. 32, pp. 79–89, 2008.
[5] Garber, D., & Shahrokhinasab, E. (2019). Performance Comparison of In-Service, Full-Depth Precast Concrete Deck Panels to Cast-in-Place Decks (No. ABC-UTC-2013-C3-FIU03-Final). Accelerated Bridge Construction University Transportation Center (ABC-UTC).
[6] A. Abdelmonem, M. S. El-Feky, E. S. A. R. Nasr, and M. Kohail, “Performance of high strength concrete containing recycled rubber,” Constr. Build. Mater., vol. 227, p. 116660, 2019.
[7] A. S. Moghadam, F. Omidinasab, and A. Dalvand, “Experimental investigation of (FRSC) cementitious composite functionally graded slabs under projectile and drop weight impacts,” Constr. Build. Mater., vol. 237, p. 117522, 2020.
[8] M. Mastali, A. Dalvand, A. R. Sattarifard, Z. Abdollahnejad, and M. Illikainen, “Characterization and optimization of hardened properties of self-consolidating concrete incorporating recycled steel, industrial steel, polypropylene and hybrid fibers,” Compos. Part B Eng., vol. 151, no. March, pp. 186–200, 2018.
[9] M. Mastali and A. Dalvand, “Use of silica fume and recycled steel fibers in self-compacting concrete (SCC),” Constr. Build. Mater., vol. 125, pp. 196–209, 2016.
[10] M. Fakharifar, A. Dalvand, M. Arezoumandi, M. K. Sharbatdar, G. Chen, and A. Kheyroddin, “Mechanical properties of high performance fiber reinforced cementitious composites,” Comput. Chem. Eng., vol. 71, pp. 510–520, 2014.
[11] M. Ahmadi, A. Kheyroddin, A. Dalvand, and M. Kioumarsi, “New empirical approach for determining nominal shear capacity of steel fiber reinforced concrete beams,” Constr. Build. Mater., vol. 234, p. 117293, 2020.
[12] D. A. Company, “Composite material,” Med. Text., no. JANUARY, p. 9, 2003.
[13] H. Development, “Materials Science and Engineering, 15 (1974) 31--37 ©,” vol. 15, pp. 31–37, 1974.
[14] F. Recommendation, “RILEM TC 162-TDF: ‘Test and design methods for steel fibre reinforced concrete’ σ-ε-design method,” Mater. Struct. Constr., vol. 36, no. 262, pp. 560–567, 2003.
[15] A. Hemmati, A. Kheyroddin, M. Sharbatdar, Y. Park, and A. Abolmaali, “Ductile behavior of high performance fiber reinforced cementitious composite (HPFRCC) frames,” Constr. Build. Mater., vol. 115, pp. 681–689, 2016.
[16] L. Li, Q. Zheng, Z. Li, A. Ashour, and B. Han, “Bacterial technology-enabled cementitious composites: A review,” Compos. Struct., vol. 225, no. June, p. 111170, 2019.
[17] V. C. Li, “From micromechanics to structural engineering -the design of cementitious composites for civil engineering applications,” Structural Engineering/Earthquake Engineering, vol. 10, no. 2. pp. 1–34, 1994.
[18] Ghoddousi, P., Abbasi, A. M., Shahrokhinasab, E., Abedin, M. (2019). Prediction of Plastic Shrinkage Cracking of Self-Compacting Concrete. Advances in Civil Engineering, 2019.
[19] G. Fischer, S. Wang, and V. C. Li, “Design of Engineered Cementitious Composites (ECC) for Processing and Workability Requirements,” Brittle Matrix Composites 7. pp. 29–36, 2003.
[20] L. Wang, F. Aslani, I. Hajirasouliha, and E. Roquino, “Ultra-lightweight engineered cementitious composite using waste recycled hollow glass microspheres,” J. Clean. Prod., p. 119331, 2019.
[21] H. Schreiberová, P. Bílý, J. Fládr, K. Šeps, R. Chylík, and T. Trtík, “Impact of the self-healing agent composition on material characteristics of bio-based self-healing concrete,” Case Stud. Constr. Mater., vol. 11, 2019.
[22] L. Sun, Q. Hao, J. Zhao, D. Wu, and F. Yang, “Stress strain behavior of hybrid steel-PVA fiber reinforced cementitious composites under uniaxial compression,” Constr. Build. Mater., vol. 188, pp. 349–360, 2018.
[23] Sharbatdar, M. K., Abbasi, M., Fakharian, P. “Improving the Properties of Self-compacted Concrete with Using Combined Silica Fume and Metakaolin”, Periodica Polytechnica Civil Engineering, 64(2), pp. 535-544, 2020. https://doi.org/10.3311/PPci.11463
[24] B. Chun and D. Y. Yoo, “Hybrid effect of macro and micro steel fibers on the pullout and tensile behaviors of ultra-high-performance concrete,” Compos. Part B Eng., vol. 162, pp. 344–360, 2019.
[25] V. Athiyamaan and G. Mohan Ganesh, “Experimental, statistical and simulation analysis on impact of micro steel – Fibres in reinforced SCC containing admixtures,” Constr. Build. Mater., vol. 246, p. 118450, 2020.
[26] Z. Abdollahnejad, A. Dalvand, M. Mastali, T. Luukkonen, and M. Illikainen, “Effects of waste ground glass and lime on the crystallinity and strength of geopolymers,” Mag. Concr. Res., vol. 71, no. 23, pp. 1218–1231, 2019.
[27] Q. Sun et al., “Preparation and microstructure of fly ash geopolymer paste backfill material,” J. Clean. Prod., vol. 225, pp. 376–390, 2019.
[28] ASTM International, “Standard Specification for Portland Cement,” Annu. B. ASTM Stand., vol. I, no. April, pp. 1–8, 2007.
[29] G. Absorption et al., “SPECIFIC GRAVITY AND ABSORPTION OF FINE AGGREGATES,” pp. 1–7.
[30] ASTM International, “Standard Test Method for Compressive Strength of Cylindrical Concrete Specimens 1 This standard is for EDUCATIONAL USE ONLY .,” Annu. B. ASTM Stand., vol. i, no. C, pp. 1–7, 2010.
[31] ASTM C 496, “Standard Test Method for splitting tensile strength of cylindrical concrete specimen.,” Annu. B. ASTM Stand. Vol 04.02., pp. 1–5, 2004.
[32] Z. Keshavarz and H. Torkian, “Application of ANN and ANFIS Models in Determining Compressive Strength of Concrete ARTICLE INFO ABSTRACT,” J. Soft Comput. Civ. Eng., vol. 2, no. 1, pp. 62–70, 2018.
[33] C. C. Test, T. Drilled, C. Concrete, and S. T. Panels, “C 1609/C 1609M-05 Standard Test Method for Flexural Performance of Fiber-Reinforced Concrete ( Using Beam With Third-Point Loading ) 1,” Astm, vol. i, no. C 1609/C 1609M-05, pp. 1–8, 2005.
[34] H. Savastano and V. Agopyan, “Transition zone studies of vegetable fibre-cement paste composites,” Cem. Concr. Compos., vol. 21, no. 1, pp. 49–57, 1999.
[35] A. Sadrmomtazi and A. Fasihi, “Influence of polypropylene fibers on the performance of nano-SiO 2-incorporated mortar,” Iran. J. Sci. Technol. Trans. B Eng., vol. 34, no. 4, pp. 385–395, 2010. | ||
|
آمار تعداد مشاهده مقاله: 877 تعداد دریافت فایل اصل مقاله: 585 |
||