How to cite this paper
Shakib, S., Morshed, A & Ali, M. (2020). Experimental and numerical simulation of corrosion induced expansive pressure on concrete cover.Engineering Solid Mechanics, 8(1), 21-30.
Refrences
Allan, M. L., & Cherry, B. W. (1992). Factors controlling the amount of corrosion for cracking in reinforced concrete. Corrosion, 48(5), 426-430.
Bazant, Z. P. (1979). Physical Model for Steel Corrosion in Concrete Sea Structures - Theory. Journal of the Structural Division-ASCE, 105(6), 1137–1153.
Bhargava, K., Ghosh, A. K., Mori, Y., & Ramanujam, S. (2006). Model for cover cracking due to rebar corrosion in RC structures. Engineering Structures, 28(8), 1093–1109.
Dere, Y., & Koroglu, M. A. (2017). Nonlinear FE modeling of reinforced concrete. International Journal of Structure in Civil Engineering Resources, 6(1), 71-74.
Lee, J., & Fenves, G. L. (1998). Plastic-damage model for cyclic loading of concrete structures. Journal of Engineering Mechanics, 124(8), 892–900.
Liu, Y., & Weyers, R. E. (1998). Modeling the time-to-corrosion cracking in chloride contaminated reinforced concrete structures. ACI Materials Journal, 95(6), 675–680.
Lubliner, J., Oliver, J., Oller, S., & Oñate, E. (1989). A plastic-damage model for concrete. International Journal of Solids and Structures, 25(3), 299–326.
Neville, A. M. (2011). Properties of concrete (5th Edition). England, Pearson Education Limited.
Popovics, S. (1973). A numerical approach to the complete stress-strain curve of concrete. Cement and Concrete Research, 3(5), 583–599.
Val, D. V., Chernin, L., & Stewart, M. G. (2009). Experimental and Numerical Investigation of Corrosion-Induced Cover Cracking in Reinforced Concrete Structures. Journal of Structural Engineering, 135(4), 376–385.
Williamson, S. J., & Clark, L. A. (2000). Pressure required to cause cover cracking of concrete due to reinforcement corrosion. Magazine of Concrete Research, 52(6), 455–467.
Bazant, Z. P. (1979). Physical Model for Steel Corrosion in Concrete Sea Structures - Theory. Journal of the Structural Division-ASCE, 105(6), 1137–1153.
Bhargava, K., Ghosh, A. K., Mori, Y., & Ramanujam, S. (2006). Model for cover cracking due to rebar corrosion in RC structures. Engineering Structures, 28(8), 1093–1109.
Dere, Y., & Koroglu, M. A. (2017). Nonlinear FE modeling of reinforced concrete. International Journal of Structure in Civil Engineering Resources, 6(1), 71-74.
Lee, J., & Fenves, G. L. (1998). Plastic-damage model for cyclic loading of concrete structures. Journal of Engineering Mechanics, 124(8), 892–900.
Liu, Y., & Weyers, R. E. (1998). Modeling the time-to-corrosion cracking in chloride contaminated reinforced concrete structures. ACI Materials Journal, 95(6), 675–680.
Lubliner, J., Oliver, J., Oller, S., & Oñate, E. (1989). A plastic-damage model for concrete. International Journal of Solids and Structures, 25(3), 299–326.
Neville, A. M. (2011). Properties of concrete (5th Edition). England, Pearson Education Limited.
Popovics, S. (1973). A numerical approach to the complete stress-strain curve of concrete. Cement and Concrete Research, 3(5), 583–599.
Val, D. V., Chernin, L., & Stewart, M. G. (2009). Experimental and Numerical Investigation of Corrosion-Induced Cover Cracking in Reinforced Concrete Structures. Journal of Structural Engineering, 135(4), 376–385.
Williamson, S. J., & Clark, L. A. (2000). Pressure required to cause cover cracking of concrete due to reinforcement corrosion. Magazine of Concrete Research, 52(6), 455–467.