[1] Rahdar, H.A. and Ghalehnovi, M. (2017). Post-Cracking Behavior of the Tensile Specimens Made from Ultra High Performance Concrete, Reinforced by GFRP Rebar. Journal of Structural and Construction Engineering, 6(1), 172-201.
[2] Khazaeeu, A. and Ghalehnovi, M. (2018). Bearing stiffness of UHPC; an experimental investigation and a comparative study of regression and SVR-ABC models. Journal of Advanced Concrete Technology, 16(3), 145-158.
[3] Rahdar, H.A. and Ghalehnovi, M. (2016). Post-cracking behavior of UHPC on the concrete members reinforced by steel rebar. Computers and Concrete, 18(1), 139-154.
[4] Harajli, M.H. and Mabsout, M. (2002). Evaluation of bond strength of steel reinforcing bars in plain and fiber-reinforced concrete. ACI Structural Journal, 99(4), 509-517.
[5] Lin, H., Zhao, Y., Ozbolt, J., Feng, P., Jiang, C. and Eligehausen, R. (2019). Analytical model for the bond stress-slip relationship of deformed bars in normal strength concrete. Construction and Building Materials, 198, 570-586.
[6] Lin, X. and Zhang, Y. (2014). Evaluation of bond stress-slip models for FRP reinforcing bars in concrete. Composite Structures, 107, 131-141.
[7] Chao, S.-H., Naaman, A.E. and Parra-Montesinos, G.J. (2009). Bond behavior of reinforcing bars in tensile strain-hardening fiber-reinforced cement composites. ACI Structural Journal, 106(6), 897.
[8] Sulaiman, M.F., Ma, C.-K., Apandi, N.M., Chin, S., Awang, A.Z., Mansur, S.A., et al. (2017). A review on bond and anchorage of confined high-strength concrete. Structures, 11, 97-109.
[9] Alkaysi, M. and El-Tawil, S. (2017). Factors affecting bond development between Ultra High Performance Concrete (UHPC) and steel bar reinforcement. Construction and Building Materials, 144, 412-422.
[10] Shayanfar, M., Ghalehnovi, M. and Safiey, A. (2007). Corrosion effects on tension stiffening behavior of reinforced concrete. Computers and Concrete, 4(5).
[11] Taber, L.H., Belarbi, A. and Richardson, D.N. (2002). Effect of Reinforcing Bar Contamination on Steel-Concrete Bond During Concrete Construction. ACI Special Publication, 209, 839-862.
[12] Yuan, J. and Graybeal, B. (2016). Evaluation of Bond of Reinforcing Steel in UHPC: Design Parameters and Material Property Characterization. In Proceedings, First International Interactive Symposium on UHPC. Des Moines, Iowa
[13] Zhou, Z. and Qiao, P. (2018). Bond behavior of epoxy-coated rebar in ultra-high performance concrete. Construction and Building Materials, 182, 406-417.
[14] Pishro, A.A. and Feng, X. (2018). Experimental and Numerical Study of Nano-Silica Additions on the Local Bond of Ultra-High Performance Concrete and Steel Reinforcing Bar. Civil Engineering Journal, 3(12), 1339-1348.
[15] Roy, M., Hollmann, C. and Wille, K. (2017). Influence of volume fraction and orientation of fibers on the pullout behavior of reinforcement bar embedded in ultra high performance concrete. Construction and Building Materials, 146, 582-593.
[16] Esfahani, M.R. and Rangan, B.V. (1998). Bond between normal strength and high-strength concrete (HSC) and reinforcing bars in splices in beams. Structural Journal, 95(3), 272-280.
[17] Marchand, P., Baby, F., Khadour, A., Battesti, T., Rivillon, P., Quiertant, M., et al. (2016). Bond behaviour of reinforcing bars in UHPFRC. Materials and Structures, 49(5), 1979-1995.
[18] Rahdar, H.A. and Ghalehnovi, M. (2016). The characteristic of ultra-high performance concrete and cracking behavior of reinforced concrete tensile specimens. Journal of Structural and Construction Engineering, 3(2), 42-58.
[19] RILEM-TC. (1994). RC 6 Bond test for reinforcement steel. 2. Pull-out test, 1983. RILEM Recommendations for the Testing and Use of Constructions Materials. London: E & FN SPON, 218-220.
[20] Ronanki, V.S., Aaleti, S. and Valentim, D.B. (2018). Experimental investigation of bond behavior of mild steel reinforcement in UHPC. Engineering Structures, 176, 707-718.
[21] A944-10, A. (2015). Standard test method for comparing bond strength of steel reinforcing bars to concrete using beam-end specimens. Annual Book of ASTM Standards. West Conshohocken, PA: ASTM International.
[22] RILEM-TC. (1994). RC 5 Bond test for reinforcement steel. 1. Beam test,1982. RILEM Recommendations for the Testing and Use of Constructions Materials. London: E & FN SPON, 213-217.
[23] Looney, T.J., Arezoumandi, M., Volz, J.S. and Myers, J.J. (2012). An experimental study on bond strength of reinforcing steel in self-consolidating concrete. International journal of concrete structures and materials, 6(3), 187-197.
[24] Yoo, D.-Y. and Shin, H.-O. (2018). Bond performance of steel rebar embedded in 80–180 MPa ultra-high-strength concrete. Cement and Concrete Composites, 93, 206-217.
[25] Rao, G.A., Pandurangan, K., Sultana, F. and Eligehausen, R. (2007). Studies on the pull-out strength of ribbed bars in high-strength concrete. In Proceeding of the 6th International Association of Fracture Mechanics for Concrete and Concrete Structures Catania, Italy: Taylor & Francis, 295-301.
[26] De Larrard, F., Shaller, I. and Fuchs, J. (1993). Effect of the bar diameter on the bond strength of passive reinforcement in high-performance concrete. ACI Materials Journal, 90(4), 333-339.
[27] Hossain, K.M.A. (2008). Bond characteristics of plain and deformed bars in lightweight pumice concrete. Construction and Building Materials, 22(7), 1491-1499.
[28] Pour, S.M. and Alam, M.S. (2016). Investigation of compressive bond behavior of steel rebar embedded in concrete with partial recycled aggregate replacement. Structures, 7, 153-164.
[29] Yuan, J. and Graybeal, B. (2015). Bond of Reinforcement in Ultra-High-Performance Concrete. ACI Structural Journal, 112(6).
[30] Eligehausen, R., Popov, E.P. and Bertero, V.V. (1982). Local bond stress-slip relationships of deformed bars under generalized excitations. In Proceedings of the 7th European Conference on Earthquake Engineering; Athens, Greece69-80.
[31] Fédération internationale du béton. (2013). CEB-FIP model code 2010, first completed draft. Lausanne, Switzerland: Ernst & Sohn, a Wiley brand.