Nonlinear modeling for bar bond stress using dynamical self-adjusted harmony search optimization

Author:

Nehdi Moncef L.,Keshtegar BehroozORCID,Zhu Shun-Peng

Publisher

Springer Science and Business Media LLC

Subject

Computer Science Applications,General Engineering,Modeling and Simulation,Software

Reference30 articles.

1. Alam MS, Moni M, Tesfamariam S (2012) Seismic overstrength and ductility of concrete buildings reinforced with superelastic shape memory alloy rebar. Eng Struct 34:8–20. https://doi.org/10.1016/j.engstruct.2011.08.030

2. Saleem MA, Mirmiran A, Xia J, Mackie K (2013) Development length of high-strength steel rebar in ultrahigh performance concrete. J Mater Civ Eng 25:991–998. https://doi.org/10.1061/(ASCE)MT.1943-5533.0000571

3. Wight JK, MacGreger JG (2012) Reinforcedd concrete: mechanics and design. Pearson, New York, p 1157

4. ACI Committee 318 (2014) Building code requirements for structural concrete (ACI 318-14) and commentary (ACI 318R-14). American Concrete Institute, Farmington Hills, p 519

5. ACI-ASCE Committee 408 (2003) Bond and development of straight reinforcing bars in Tension (ACI 408R-03). American Concrete Institute, Farmington Hills, p 49

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