1. Mousavi, S.S., M. Dehestani and K.K. Mousavi, 2017. Bond strength and development length of steel bar in unconfined self-consolidating concrete. Eng. Struct., 131: 587-598.
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2. Mousavi, S.S. and C. Ouellet-Plamondon, 2017. Sustainable concrete with clays as supplementary cementitious materials. Cement Concrete Res. (In Press). .
3. Guizani, L., O. Chaallal and S.S. Mousavi, 2017. Local bond stress-slip model for R/C joints and anchorages with moderate confinement. Can. J. Civil Eng. 10.1139/cjce-2015-0333.
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4. Dehestani, M., A. Asadi and S.S. Mousavi, 2017. On discrete element method for rebar-concrete interaction. Constr. Build. Mater., 151: 220-227.
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5. Mousavi, S.S., M. Dehestani and S.M. Mousavi, 2016. Bond strength and development length of glass fiber-reinforced polymer bar in unconfined self-consolidating concrete. J. Reinforced Plastics Compos., 35: 924-941.
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6. Mousavi, S.S. and M. Dehestani, 2015. Implementation of bond-slip effects on behaviour of slabs in structures. Comput. Concrete, 16: 311-327.
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7. Dehestani, M. and S.S. Mousavi, 2015. Modified steel bar model incorporating bond-slip effects for embedded element method. Constr. Build. Mater., 81: 284-290.
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