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BS EN 14651 : 2005

Current

Current

The latest, up-to-date edition.

TEST METHOD FOR METALLIC FIBRE CONCRETE - MEASURING THE FLEXURAL TENSILE STRENGTH (LIMIT OF PROPORTIONALITY (LOP), RESIDUAL)

Available format(s)

Hardcopy , PDF

Language(s)

English

Published date

01-01-2007

€156.59
Excluding VAT

Foreword
1 Scope
2 Normative references
3 Terms and definitions
4 Symbols and abbreviated terms
   4.1 Symbols
   4.2 Abbreviations
5 Principle
6 Apparatus
7 Test specimens
   7.1 Shape and size of test specimens
   7.2 Manufacture and curing of test specimens
   7.3 Notching of test specimens
8 Testing procedure
   8.1 Preparation and positioning of test specimens
   8.2 Bending test
9 Expression of results
   9.1 Equivalence between CMOD and deflection
   9.2 Limit of proportionality
   9.3 Residual flexural tensile strength
10 Test report
11 Precision
Annex A (informative) Expressions for limit of
                      proportionality and for residual
                      flexural tensile strength

Defines a method of measuring the flexural tensile strength of metallic fibered concrete on moulded test specimen.

Committee
B/524
DevelopmentNote
Supersedes 03/302295 DC. (07/2005) 2005 Edition Re-Issued in March 2008 & incorporates AMD 1 2007. (03/2008)
DocumentType
Standard
Pages
20
PublisherName
British Standards Institution
Status
Current
Supersedes

ACI 544.8R : 2016 REPORT ON INDIRECT METHOD TO OBTAIN STRESS-STRAIN RESPONSE OF FIBER-REINFORCED CONCRETE (FRC)
ACI 544.7R : 2016 REPORT ON DESIGN AND CONSTRUCTION OF FIBER-REINFORCED PRECAST CONCRETE TUNNEL SEGMENTS
BS PAS 8810(2016) : 2016 TUNNEL DESIGN - DESIGN OF CONCRETE SEGMENTAL TUNNEL LININGS - CODE OF PRACTICE

EN 12390-4:2000 Testing hardened concrete - Part 4: Compressive strength - Specification for testing machines
EN 12390-1:2012 Testing hardened concrete - Part 1: Shape, dimensions and other requirements for specimens and moulds
EN 12390-2:2009 Testing hardened concrete - Part 2: Making and curing specimens for strength tests
EN 12350-1:2009 Testing fresh concrete - Part 1: Sampling

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