Fire behaviour of composite laminates
By N. Dodds, A. Gibson, D. Dewhurst, J. M. Davies. 2000
136 citations recorded by the source corpus.
Subfields: Civil and Structural Engineering, Polymers and Plastics, Safety, Risk, Reliability and Quality
View Paper: https://www.semanticscholar.org/paper/3e76e89a01f6137c6250563fd00257846bce769d
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In Civil and Structural Engineering
In Polymers and Plastics
In Safety, Risk, Reliability and Quality
Citations in the corpus
- Fire behaviour of reinforced concrete beams strengthened with CFRP laminates: Protection systems with insulation of the anchorage zones (2012, background): “Furthermore, the strength, stiffness and bond properties of FRPs are severely deteriorated at moderately elevated temperatures [8–10], namely when approaching the glass transition temperature (Tg) of the polymer matrix, which is typically in the range of 65–120 C.”
- Fire structural resistance of basalt fibre composite (2015, methodology): “To date, this model has only been used to calculate the temperature in glass fibre laminates exposed to fire [10,11,14-20,22].”
- Review of fire structural modelling of polymer composites (2009, methodology): “Thermal–mechanical models have been developed to predict the temperature, decomposition, softening and failure of laminates and sandwich composites [33–79].”