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Analysis of Reinforced Concrete Beams Subjected to Fire
Methods for analytically predicting the behavior of simply supported reinforced concrete beams subjected to fire are presented. This is generally a two-step process involving a thermal analysis followed by a stress analysis. This study emphasizes the latter, wherein the determination of moment-curvature-time relationships for the beam cross section incorporates the temperature-dependent strength degradation in the steel and concrete as well as thermal and creep strains. The sensitivity of the predictions to various phases of analytical modeling is investigated to establish the parameters most important for the prediction of beam behavior and to indicate where additional data should be gathered. A comparison of predicted behavior with that observed in fire tests shows excellent agreement when realistic reinforcement temperature histories are used.
Analysis of Reinforced Concrete Beams Subjected to Fire
Methods for analytically predicting the behavior of simply supported reinforced concrete beams subjected to fire are presented. This is generally a two-step process involving a thermal analysis followed by a stress analysis. This study emphasizes the latter, wherein the determination of moment-curvature-time relationships for the beam cross section incorporates the temperature-dependent strength degradation in the steel and concrete as well as thermal and creep strains. The sensitivity of the predictions to various phases of analytical modeling is investigated to establish the parameters most important for the prediction of beam behavior and to indicate where additional data should be gathered. A comparison of predicted behavior with that observed in fire tests shows excellent agreement when realistic reinforcement temperature histories are used.
Analysis of Reinforced Concrete Beams Subjected to Fire
B. Ellingwood (Autor:in) / J. R. Shaver (Autor:in)
1976
86 pages
Report
Keine Angabe
Englisch
Building Industry Technology , Construction Equipment, Materials, & Supplies , Fire safety , Beams(Supports) , Reinforced concrete , Mathematical prediction , Thermal analysis , Stress analysis , Fire tests , Reliability , Models , Methodology , Static structural analysis , Computer programs , FORTRAN , Fire endurance , Fire research , Sensitivity analysis , FORTRAN 5 programming language , UNIVAC 1108 computers
Analysis of reinforced concrete beams subjected to fire
UB Braunschweig | 1976
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