A platform for research: civil engineering, architecture and urbanism
A platform for research: civil engineering, architecture and urbanism
Tests made at U. S. Bur. of Standards are claimed to have demonstrated columns made from concrete which does not spall under fire and provided with 1 1/2-in. of protective concrete uniformly over reinforcements are capable of withstanding extremely severe fire of four hours' duration, and that two inches of reinforced protective concrete is sufficient when concrete has tendency to spall.
Tests made at U. S. Bur. of Standards are claimed to have demonstrated columns made from concrete which does not spall under fire and provided with 1 1/2-in. of protective concrete uniformly over reinforcements are capable of withstanding extremely severe fire of four hours' duration, and that two inches of reinforced protective concrete is sufficient when concrete has tendency to spall.
Fire tests of concrete columns
Concrete
Hull, W.A. (author)
Concrete ; 16
1920
3 pages
Article (Journal)
English
© Metadata Copyright Elsevier B. V. All rights reserved.
Fire Tests and Calculation Methods for Circular Concrete Columns
| British Library Online Contents | 2003
Fire Resistance Tests of Concrete-Filled Stainless Steel Tubular Columns
| British Library Conference Proceedings | 2013
Fire tests of steel columns protected with siliceous aggregrate concrete
| Engineering Index Backfile | 1951