Optimization of the type and amount of polypropylene fibres for preventing the spalling of lightweight concrete subjected to hydrocarbon fire

Author:

Bilodeau A,Kodur V.K.R,Hoff G.C

Publisher

Elsevier BV

Subject

General Materials Science,Building and Construction

Reference7 articles.

1. Hammer TA. High Strength Concrete, Phase 3, SP6 Fire Resistance––Report 6.2, Spalling Reduction Through Material Design. SINTEF Report STF70 F92156, Trondheim, Norway, 1992

2. Nishida A, Yamazaki N, Inoue H, Schneider U, Diederichs U. Study on the properties of high-strength concrete with short polypropylene fiber for spalling resistance. In: Sakai K, Banthia N, Gjorv OE, editors. Proceedings, International Conference on Concrete Under Severe Conditions, CONSEC’95, vol. 2, Sapporo, Japan. August 1995, p. 1141–50

3. Jensen JJ, Hammer TA, Opheim E, Hansen PA. Fire resistance of lightweight aggregate concrete. In: Holand I, Hammer TA, Fluge F, editors. Proceedings, International Symposium on Structural Lightweight Aggregate Concrete, Sandefjord, Norway. June 1995, p. 192–203

4. Hansen PA, Hammer TA. High Strength Concrete, Phase 3, SP6 Fire Resistance––Report 6.3, Fire Resistance and Spalling Behaviour of LWA Beams. SINTEF Report STF70 F93047, Trondheim, Norway, 1993

5. Bilodeau A, Chevrier R, Malhotra VM, Hoff GC. In: Malhotra VM, editor. Mechanical Properties, Durability and Performance in Hydrocarbon Fire of High-Strength, Semi-lightweight Concrete. ACI Special Publication SP 170, vol. II, 1997, p. 1157–95

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