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Palabras clave – provistas por la editorial

Q235B steel; desulfurization solution; corrosion mechanism; pitting corrosion; high pressure and high temperature; O2–CO2 coexistence environment; flow-induced corrosion; reinforcing steel; corrosion; chloride; experiment; bow shaped device; concrete; cathodic protection; buried pipelines; rust layer; electrochemical acceleration test; applied current density; required current; low-alloy steel; SEM; inclusion; anodic dissolution; steel pipeline; in-line inspection results; interacting corrosion defects; structural integrity; galvanostatic test method; underground infrastructure; long-term corrosion; carbon steel; ASTM A516-65 steel; weld; hydrogen-induced cracking; galvanic corrosion; sour environment; vinyltrimethoxysilane; silane; sol–gel; response surface methodology; Box–Behnken design; modeling; soil environment; carbon steel corrosion; stray current corrosion; pipeline; calcareous deposit; corrosion mitigation; failure analysis; low-carbon steel pipe; aluminum inclusions; pearlite inhomogeneity; steel structures; crevice corrosion; lattice towers; bolted lap joints; weathering steel; experimental tests; numerical modelling; corrosion current density; sulfate; galvanized steel; alkaline solutions; linear polarization resistance; electrochemical impedance spectroscopy; n/a