A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Performance of concrete structures exposed to fire
Performance of conrete structures in fire depends upon several factors. These include change of properties of material due to the fire, temperature distribution within the members of the strucutre, type of reinforcement, and duration and severity of exposure. This paper discusses the effects of elevated temperatures on some of the properties of concrete and reinforcing steel. Isothermal distributions through different concrete members due to a Standard ASTM Designation: E119 Fire are shown. Material property and isothermal information is required for predicting the performance of concrete structures exposed to fire. Experimental verification of predicted performance is presented. Behavior of certain concrete structures exposed to actual fires is discussed.
Performance of concrete structures exposed to fire
Performance of conrete structures in fire depends upon several factors. These include change of properties of material due to the fire, temperature distribution within the members of the strucutre, type of reinforcement, and duration and severity of exposure. This paper discusses the effects of elevated temperatures on some of the properties of concrete and reinforcing steel. Isothermal distributions through different concrete members due to a Standard ASTM Designation: E119 Fire are shown. Material property and isothermal information is required for predicting the performance of concrete structures exposed to fire. Experimental verification of predicted performance is presented. Behavior of certain concrete structures exposed to actual fires is discussed.
Performance of concrete structures exposed to fire
Feuerfestigkeit von Betonbauten
Abrams, M.S. (author)
1977
12 Seiten, 9 Bilder, 24 Quellen
Conference paper
English
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