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Curvature is shown to be a better indication of fire induced failure.
A computational study of fire induced airflow in an enclosure is presented.
Fire induced concrete spalling occurred in three continuous slabs and this led to failure of two slabs.
In this paper a set of numerical studies were carried out to quantify the effect of various factors on fire induced biaxial bending in RC columns.
Meanwhile, mechanism of fire induced spalling and its influencing factors like moisture content, water-binder ratio, fibres and supplementary cementitious materials are studied as well.
Increasingly, fire sprinkler systems are analyzed with computational fluid dynamics (CFD) fire models where the sprinkler spray is simulated with Lagrangian particles dispersed throughout the fire induced flow.
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The third part describes failures due to extreme loading such as seismic-induced failures, ship strikes, and fire-induced failures.
The chemical transport model GEOS-Chem23 is used to predict fire-induced changes in aerosol optical depth and surface O3.
Laboratory studies suggest fire-induced changes to water repellency relate to soil temperatures during the burn.
Although coal fire-induced thermal anomalies and gas release are also indications of coal fire activity, as addressed by many investigators, no assessment is complete without sound geomorphologic mapping of the fire-induced geomorphologic features.
The chemical transport model (CTM) GEOS-Chem23 (version 9-1-2) is used to predict fire-induced changes in AOD and surface O3.
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