Probabilistic prediction model for average bond strength at steel-concrete interface considering corrosion effect

Engineering Structures

Volumn 99, Issue , 2015, Pages 120-131

  Sajedi, Siavash ^a   Huang, Qindan ^a  

^a University of Akron   (United States)

Author keywords

Corrosion; Development length; FE analysis; Multivariable regression; Steel concrete bond

Indexed keywords

BOND STRENGTH (MATERIALS); CONCRETE BEAMS AND GIRDERS; CONCRETES; CORROSION; DETERIORATION; INTERFACES (MATERIALS); REINFORCED CONCRETE;

DEVELOPMENT LENGTH; FE ANALYSIS; MULTIVARIABLE REGRESSION; NON-LINEAR FINITE ELEMENT MODEL; PROBABILISTIC MODELING; PROBABILISTIC PREDICTION; STEEL CONCRETE; STEEL-CONCRETE INTERFACE;

FINITE ELEMENT METHOD;

CHEMICAL BONDING; CONCRETE; CORROSION; FINITE ELEMENT METHOD; MULTIPLE REGRESSION; NUMERICAL MODEL; PREDICTION; PROBABILITY; REINFORCED CONCRETE; STEEL;

EID: 84929168830     PISSN: 01410296     EISSN: 1873-7323     Source Type: Journal    
DOI: 10.1016/j.engstruct.2015.04.036     Document Type: Article

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