Over 200 RILEM Technical Recommendations have been produced by RILEM Technical Committees. Many of these recommendations have been adopted in research and practice, and are used by international standardisation bodies, as a basis for their work.
All RILEM recommendations reflect the state-of-the-art at the time of publishing. Note that these documents may be superseded later by more recent recommendations.
Technical Committees Recommendations published by Springer from January 2006 until now
Recommendation of RILEM TC 236-BBM: characterisation testing of hemp shiv to determine the initial water content, water absorption, dry density, particle size distribution and thermal conductivity, April 2017
Recommendation of RILEM TC 212-ACD : acoustic emission and related NDE techniques for crack detection and damage evaluation in concrete / Test method for damage qualification of reinforced concrete beams by acoustic emission
Recommendation of RILEM TC 212-ACD : acoustic emission and related NDE techniques for crack detection and damage evaluation in concrete / Test method for classification of active cracks in concrete structures by acoustic emission
Update of the recommendation of RILEM TC 189-NEC ‘Non-destructive evaluation of the concrete cover’ « Comparative test - part I – Comparative test of penetrability methods », Materials & Structures, v38, Dec 2005, pp.895-906
Technical Committees Recommendations published by RILEM Publications S.A.R.L. between January 1996 to December 2005
Final recommendation of RILEM TC 162-TDF: Test and design methods for steel fibre reinforced concrete sigma-epsilon-design method
Title: Final recommendation of RILEM TC 162-TDF: Test and design methods for steel fibre reinforced concrete
Author(s): RILEM TC 162-TDF
Paper category : journal
Serial title: Materials and Structures
Abreviated Serial title: Mater. Struct.
Publisher: RILEM Publications SARL
Issue date: 2003-10-01
Publication year: 2003
Pages: 560 - 567
Total Pages: 8
Nb references: 3
The design of steel fibre reinforced concrete according to
the (sigma)-(epsilon)-method is based on the same fundamentals as the
design of normal reinforced concrete. The proposed method
is valid for steel fibre concrete with compressive strengths
of up to C50/60. Steel fibres can also be used in high
strength concrete, i.e. concrete with f(fck) => 50 N/mm(2).
However, care should be taken that the steel fibres do not
break in a brittle way before being pulled out.
The European pre-standard ENV 1992-1-1 (Eurocode 2:
Design of Concrete Structures - Part 1: General rules and
rules for buildings)  has been used as a general
framework for this design method proposed.
It must be emphasised that these calculation guidelines
are intended for cases in which the steel fibres are used for
structural purposes and not e.g. for slabs on grade. They
also do not apply for other applications such as those in
which increased resistance to plastic shrinkage, increased
resistance to abrasion or impact, etc. are aimed for.
Online publication: 2003-08-27
Classification: RILEM Technical Committees
Publication type : full_text
Public price (Euros): 0.00
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