Behavior of prestressing steels after a simulated fire: Fire-induced damages

Construction and Building Materials

Volumn 23, Issue 8, 2009, Pages 2932-2940

  Atienza, J M ^a   Elices, M ^a  

^a UNIVERSIDAD POLITÉCNICA DE MADRID   (Spain)

Author keywords

Fire; Mechanical properties; Prestressed concrete; Prestressing tendons; Residual properties; Steel wires; Stress relaxation; Structural safety

Indexed keywords

FIRE SAFETY; HIGH TEMPERATURE; INDUCED DAMAGE; LOAD DISTRIBUTIONS; MECHANICAL PROPERTIES OF MATERIALS; PERMANENT DAMAGE; PRESTRESSED STRUCTURES; PRESTRESSING STEEL; PRESTRESSING TENDONS; RESIDUAL LOAD; RESIDUAL PROPERTIES; SIMULATED FIRE; STEEL WIRE; STEEL WIRES; STRUCTURAL EVALUATION; STRUCTURAL SAFETY;

CONCRETE BEAMS AND GIRDERS; FIRES; MATERIALS PROPERTIES; MECHANICAL PROPERTIES; PRESTRESSED CONCRETE; PRESTRESSING; RESIDUAL STRESSES; STEEL; STRESS RELAXATION; STRUCTURAL PROPERTIES;

WIRE;

EID: 67349148268     PISSN: 09500618     EISSN: None     Source Type: Journal    
DOI: 10.1016/j.conbuildmat.2009.02.024     Document Type: Article

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