Title:
Closure: Industrial Floors with Fiber-Reinforced Concrete
Author(s):
Johan L. Silfwerbrand
Publication:
Concrete International
Volume:
44
Issue:
7
Appears on pages(s):
34-35
Keywords:
design, method, slab, thickness
DOI:
10.14359/51735987
Date:
7/1/2022
Abstract:
In this article, Johan Silfwerbrand provides a response to the article by Destrée and Mobasher included in this issue of CI. The author offers further discussion of different approaches for the design of steel fiber-reinforced concrete industrial floors as well as additional explanation of the statements in his original article and further research needs.
Related References:
1. Destrée, X., and Silfwerbrand, J., “Steel Fibre Reinforced Concrete in Free Suspended Slabs: Case Study of the Swedbank Arena in Stockholm,” Proceedings of 11th fib Symposium on Concrete Structures for Sustainable Community, Stockholm, Sweden, June 11-14, 2012, pp. 97-100.
2. EN 1992-1-1:2004, “Eurocode 2: Design of Concrete Structures – Part 1-1: General Rules and Rules for Buildings,” European Committee for Standardization, Brussels, Belgium, 2004, 225 pp.