Constitutive Relationships for Steel Fibre Reinforced Concrete at Elevated Temperatures

Title
Constitutive Relationships for Steel Fibre Reinforced Concrete at Elevated Temperatures
Authors
Keywords
Constitutive relationships, Steel fibre reinforced concrete, Fire, Compressive and tensile strengths, Modulus of elasticity, Modulus of rupture, Strain at peak stress, Stress–strain relationship, Elevated temperature
Journal
FIRE TECHNOLOGY
Volume 50, Issue 5, Pages 1249-1268
Publisher
Springer Nature
Online
2013-01-15
DOI
10.1007/s10694-012-0322-5

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