Simulation of Pulling the Reinforcing Bar from Concrete Block with Account of Friction and Concrete Damage
暂无分享,去创建一个
Sergey Semenov | Andrey V. Benin | Artem S. Semenov | Mikhail Beliaev | A. Semenov | S. Semenov | A. Benin | M. Beliaev
[1] J. Mazars,et al. The unilateral behaviour of damaged concrete , 1990 .
[2] A. Semenov,et al. The Simulation of Bond Fracture between Reinforcing Bars and concrete. Part 2. Models without taking the Bond Discontinuity into account , 2014 .
[3] E. Oñate,et al. A plastic-damage model for concrete , 1989 .
[4] Shuenn-Yih Chang,et al. Advances in Civil Engineering and Building Materials , 2012 .
[5] Farid Benboudjema,et al. Reinforcement–concrete bond behavior: Experimentation in drying conditions and meso-scale modeling , 2015 .
[6] Y. H. Lee,et al. MECHANICAL PROPERTIES OF CONCRETE IN UNIAXIAL COMPRESSION , 1997 .
[7] Hongwei Lin,et al. Bond behaviour of normal/recycled concrete and corroded steel bars , 2013 .
[8] F. A. Leckie,et al. Creep problems in structural members , 1969 .
[9] Jean-Louis Tailhan,et al. Numerical modelling of the concrete/rebar bond , 2015 .
[10] R. H. Evans,et al. Microcracking and stress-strain curves for concrete in tension , 1968 .