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 Note that these documents may be superseded later by more recent recommendations.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
Recommendations of RILEM TC 162-TDF: Test and design methods for steel fibre reinforced concrete Design of steel fibre reinforced concrete using the sigma-epsilon method: principles and applications
Title: Recommendations of RILEM TC 162-TDF: Test and design methods for steel fibre reinforced concrete
Design of steel fibre reinforced concrete using the sigma-epsilon method: principles and applications
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: 2002-06-01
Publication year: 2002
Pages: 262 - 278
Total Pages: 17
Nb references: 36
The design principles described in the following are
based on the fracture mechanical approach known as the
fictitious crack model,which relies on the so-called
stress-crack opening relationship ó w (w )as the basic
The design method is applicable for Steel Fibre
Reinforced Concretes (SFRC)that xhibit tension soften-
ing behaviour .The method can also be used for other
Fibre Reinforced Cementitious Composites (FRCC)
that exhibit tension softening behaviour as well as plain
concrete (which is assumed always to exhibit tension
The following cases are covered in this document:
- Cross section subject to combination of axial force,
bending moment and shear force.Reinforcement can
be a combination of conventional re-bars and fibres.
- Slab on grade subjected to shrinkage..
Online publication: 2002-04-27
Classification: RILEM Technical Committees
Publication type : full_text
Public price (Euros): 0.00
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