Behavior of FRP reinforced concrete slabs in case of fire: Theoretical models and experimental tests

Advances in Structural Engineering

Volumn 15, Issue 4, 2012, Pages 637-652

  Nigro, E ^a   Cefarelli, G ^a   Bilotta, A ^a   Manfredi, G ^a   Cosenza, E ^a  

^a UNIVERSITY OF NAPLES FEDERICO II   (Italy)

Author keywords

concrete slabs; experimental tests; fire resistance; flexure; FRP bars; glass fibers; high temperature

Indexed keywords

CALCULATION MODELS; CALCULATION PROCEDURE; CONCRETE MEMBERS; COOLING PHASE; EXPERIMENTAL TEST; FIRE CONDITION; FLEXURAL CAPACITY; FLEXURE; FRP BAR; FRP REINFORCEMENT; GLASS-FIBER REINFORCED POLYMER BARS; HIGH TEMPERATURE; RESIDUAL RESISTANCE; STRUCTURAL BEHAVIORS; THEORETICAL MODELS; TIME-TEMPERATURE CURVES; TYPICAL DESIGN;

CONCRETE CONSTRUCTION; CONCRETE SLABS; FIRES; GLASS FIBERS; HEAT RESISTANCE; MECHANICAL PROPERTIES; REINFORCEMENT;

FIRE RESISTANCE;

EID: 84860424369     PISSN: 13694332     EISSN: None     Source Type: Journal    
DOI: 10.1260/1369-4332.15.4.637     Document Type: Article

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