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A new quantitative method of assessing fire damage to concrete structures
A. Y. Nassif, E. Burley, S. Rigden
School of Civil Engineering & Surveying
Queen Mary University of London
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INIS
damage
100%
strains
75%
fires
75%
scanning electron microscopy
50%
velocity
50%
pulses
50%
laboratories
50%
hysteresis
50%
ultrasonics
50%
zones
25%
levels
25%
compression
25%
investigations
25%
variations
25%
elastic properties
25%
loading
25%
plastics
25%
stiffness
25%
microstructure
25%
x-ray diffraction
25%
cracks
25%
photographs
25%
modifications
25%
cements
25%
heating
25%
unloading
25%
Engineering
Concrete Structure
100%
Stress-Strain Relations
100%
Fires
75%
Laboratories
50%
Ultrasonics
50%
Pulse Velocity
50%
Characteristics
50%
Stress Level
25%
Hysteresis
25%
Plastic Strain
25%
Concrete Core
25%
Microstructure
25%
Sudden Increase
25%
Thermal Exposure
25%
Hysteresis Loop
25%
Structural Damage
25%
Cement Paste
25%
Concavity
25%
Mm Diameter
25%
Temperature
25%
Measurer
25%
High Temperature
25%
Heating
25%
Low Stress
25%
Crack
25%
Material Science
Scanning Electron Microscopy
50%
Elastic Constant
25%
Concrete
25%
X-Ray Diffraction
25%
Crack
25%
Stiffness
25%