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Marine Concrete Structures Exposed to Hydrocarbon Fires
A number of fire tests carried out at SINTEF, the Norwegian Fire Research Laboratory, in the period 1984-88 have proved that severe spalling will occur from unprotected offshore-type concrete when exposed to a high intensity fire simulating real hydrocarbon fires. The tests have also proved that the application of passive fire protection may prevent spalling. A number of different materials have been tested. Part 1 of this report summarizes the main results from this test program. Part 2 gives a concrete technological approach to spalling during fire. Th parameters influencing the mechanisms of spalling have been analyzed and proposals for further investigations have been put forward.
Marine Concrete Structures Exposed to Hydrocarbon Fires
A number of fire tests carried out at SINTEF, the Norwegian Fire Research Laboratory, in the period 1984-88 have proved that severe spalling will occur from unprotected offshore-type concrete when exposed to a high intensity fire simulating real hydrocarbon fires. The tests have also proved that the application of passive fire protection may prevent spalling. A number of different materials have been tested. Part 1 of this report summarizes the main results from this test program. Part 2 gives a concrete technological approach to spalling during fire. Th parameters influencing the mechanisms of spalling have been analyzed and proposals for further investigations have been put forward.
Marine Concrete Structures Exposed to Hydrocarbon Fires
U. Danielsen (author) / T. A. Hammer (author) / H. Justnes (author) / S. Smeplass (author)
1988
54 pages
Report
No indication
English
Ocean Sciences & Technology , Construction Equipment, Materials, & Supplies , Construction Materials, Components, & Equipment , Concretes , Offshore structures , Fire tests , Concrete structures , Fires , Structural analysis , Spalling , Fire resistant materials , Fire protection , Foreign technology
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