[1] American Concrete Institute, ACI 408. Bond and Development of Straight Reinforcing Bars in Tension. (ACI 408R-03) Farmington Hills, MI, USA, (2003).
[2] Arezoumandi, M., Steele, A.R., Volz, J.S. “Evaluation of the bond strengths between concrete and reinforcement as a function of recycled concrete aggregate replacement level,” Structures (2018); 16: 73-81.
[3] Alhawat, M., Ashour, A. “Bond strength between corroded steel reinforcement and recycled aggregate concrete,” Structures (2019); 19: 369-385.
[4] Saleh, N., Ashour, A., Sheehan, T. “Bond between glass fibre reinforced polymer bars and high-strength concrete,” Structures (2019); 22: 139-153.
[5] ACI (American Concrete Institute), Building code requirements for structural concrete and commentary. ACI 318-14, Farmington Hills, MI, USA, (2014).
[6] Gholhaki, M., Kheyroddin, A., Hajforoush, M., Kazemi, M. “An investigation on the fresh and hardened properties of self-compacting concrete incorporating magnetic water with various pozzolanic materials,” Constr. Build. Mater. (2018); 158: 173-180.
[7] Ghorbani, S., Sharifi, S., Rokhsarpour, H., Shoja, S., Gholizadeh, M., Rahmatabad, M. A. D., & de Brito, J. “Effect of magnetized mixing water on the fresh and hardened state properties of steel fibre reinforced self-compacting concrete,” Constr. Build. Mater. (2020); 248: 118660.
[8] Hajforoush, M., Madandoust, R., Kazemi, M. “Effects of simultaneous utilization of natural zeolite and magnetic water on engineering properties of self-compacting concrete,” Asian J. Civ. Eng. (2019); 20: 289–300.
[9] Kciuk, M., Turczyn, R., Properties and application of magneto rheological fluids, J. Achiev. Mater. Manuf. Eng. (2006); 18 (1–2): 127–130.
[10] Hajforoush, M., Kheyroddin, A., Rezaifar, O. “Investigation of engineering properties of steel fiber reinforced concrete exposed to homogeneous magnetic field,” Constr. Build. Mater. (2020); 252: 119064.
[11] Ferrández, D., Saiz, P., Morón, C., Dorado, M.G., Morón, A. “Inductive method for the orientation of steel fibers in recycled mortars,” Constr. Build. Mater. (2019); 222: 243-253.
[12] Abavisani, I., Rezaifar, O., Kheyroddin, A. “Alternating magnetic field effect on fine aggregate steel chip-reinforced concrete properties,” J. Mater. Civ. Eng. (2018); 30: 04018087.
[13] Abavisani, I., Rezaifar, O., Kheyroddin, A. “Alternating magnetic field effect on fine aggregate concrete compressive strength,” Constr. Build. Mater. (2017); 134: 83-90.
[14] Soto Bernal, J.J., Gonzalez Mota, R., Rosales Candelas, I., Ortiz Lozano, J.A. “Effects of static magnetic fields on the physical, mechanical, and microstructural properties of cement pastes,” Adv. Mater. Sci. Eng. (2015); 1-9.
[15] Abavisani, I., Rezaifar, O., Kheyroddin, A. “Magneto-electric control of scaled-down reinforced concrete beams,” ACI Struct. J. (2017); 114: 233-244.
[16] Rezaifar, O., Abavisiani, I., Kheyroddin, A. “Magneto-electric active control of scaled down reinforced concrete columns,” ACI Struct. J. (2017); 114: 1351-1362.
[17] Ballato, A. “ Piezoelectricity: History and New Thrusts,” IEEE Ultrasonics Symposium, (1996); 575-583.
[18] Bishop, J. R., “Piezoelectric Effects in Quartz-Rich Rocks,” Tectonophysics, (1981); 77: 297-321.
[19] Ikeda, T., “Fundamentals of Piezoelectricity,” Oxford University Press., (1996).
[20] Kumar, S., Gupta, R. C., & Shrivastava, S. Strength, abrasion and permeability studies on cement concrete containing quartz sandstone coarse aggregates. Construction and Building Materials, (2016);125: 884-891.
[21] Kumar, S., Gupta, R. C., & Shrivastava, S. Effective utilisation of quartz sandstone mining wastes: A technical note on its thermal resistance. Journal of cleaner production, (2017); 140: 1129-1135.
[22] Kumar, S., Sharma, A. K., Sherawat, D., Dutt, M., & Gupta, R. C. Technical note on sorption and permeability of concrete containing rubber and quartz sandstone aggregates. Construction and Building Materials, (2017); 145: 311-317.
[23] Kumar, S., Gupta, R. C., Shrivastava, S., Csetenyi, L., & Thomas, B. S. Preliminary study on the use of quartz sandstone as a partial replacement of coarse aggregate in concrete based on clay content, morphology and compressive strength of combined gradation. Construction and Building Materials, (2016); 107: 103-108.
[24] Kumar, S., Thomas, B. S., Gupta, V., Basu, P., & Shrivastava, S. Sandstone wastes as aggregate and its usefulness in cement concrete–A comprehensive review. Renewable and Sustainable Energy Reviews, (2018); 81: 1147-1153.
[25] Aufort, J., Aktas, O., Carpenter, M. A., & Salje, E. K. Effect of pores and grain size on the elastic and piezoelectric properties of quartz-based materials. American Mineralogist, (2015); 100(5-6): 1165-1171.
[26] Pachideh, Gh., Gholhaki, M., Moshtagh, A. On the post-heat performance of cement mortar containing silica fume or Granulated Blast-Furnace Slag, Journal of Building Engineering 24, 100757.
[27] Pachideh, Gh., Gholhaki, M. an experimental study on the effects of adding steel and polypropylene fibers to concrete on its resistance after different temperatures, Journal of Testing and Evaluation 47 (2), 1606-1620
[28] ASTM C33 / C33M-18, Standard Specification for Concrete Aggregates, ASTM International, West Conshohocken, PA, (2018).
[29] ASTM C494, Standard Specification for Chemical Admixtures for Concrete, Annual Book of ASTM Standards, American Society for Testing and Materials, West Conshohocken, PA, USA, (2004).
[30] ASTM A615. Standard Specification for Deformed and Plain Carbon-Steel Bars for Concrete Reinforcement. (ASTM A615/615M-16), ASTM International, West Conshohocken PA. (2016).
[31] ASTM C192, Standard Practice for Making and Curing Concrete Test Specimens in the Laboratory, ASTM International, West Conshohocken. PA, USA, (2018).
[32] Grant, I.S., Phillips, W.R. Electromagnetism. John Wiley & Sons, (2013).
[33] RILEM 7-II-128. RC6: Bond Test for Reinforcing Steel. 1. Pull-Out Test. RILEM technical recommendations for the testing and use of construction materials, E & FN Spon, U.K., (1994); 102-105.
[34] Garcia Taengua, E., Martí Vargas, J.R., Serna, P. “Bond of reinforcing bars to steel fiber reinforced concrete,” Constr. Build. Mater. 2016; 105: 275-8