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1、豆丁网：http:/ STANDARDBS EN12390-5:2009Testing hardenedconcretePart 5: Flexural strength of test specimensICS 91.100.30NO COPYING WITHOUT BSI PERMISSION EXCEPT AS PERMITTED BY COPYRIGHT LAWBS EN 12390-5:2009National forewordThis British Standard is the UK implementation of EN 12390-5:2009. It supersede
2、s BS EN 12390-5:2000 and which is withdrawn.The UK participation in its preparation was entrusted to TechnicalCommittee B/517/1, Concrete production and testing.A list of organizations represented on this committee can be obtained on request to its secretary.This publication does not purport to incl
3、ude all the necessary provisions of a contract. Users are responsible for its correct application.Compliance with a British Standard cannot confer immunity from legal obligations.This British Standard was published under the authority of the Standards Policy and Strategy Committee on 31 May 2009 BSI
4、 2009ISBN 978 0 580 58798 6Amendments/corrigenda issued since publicationDate CommentsBS EN 12390-5:2009EUROPEAN STANDARD NORME EUROPENNEEUROPISCHE NORMEN 12390-5February 2009ICS 91.100.30Supersedes EN 12390-5:2000English VersionTesting hardened concrete - Part 5: Flexural strength of test specimens
5、Essai pour bton durci - Partie 5: Rsistance la flexion sur prouvettesPrfung von Festbeton - Teil 5: Biegezugfestigkeit vonProbekrpernThis European Standard was approved by CEN on 27 December 2008.CEN members are bound to comply with the CEN/CENELEC Internal Regulations which stipulate the conditions
6、 for giving this European Standard the status of a national standard without any alteration. Up-to-date lists and bibliographical references concerning such national standards may be obtained on application to the CEN Management Centre or to any CEN member.This European Standard exists in three offi
7、cial versions (English, French, German). A version in any other language made by translation under the responsibility of a CEN member into its own language and notified to the CEN Management Centre has the same status as the official versions.CEN members are the national standards bodies of Austria,
8、 Belgium, Bulgaria, Cyprus, Czech Republic, Denmark, Estonia, Finland, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia, Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania, Slovakia, Slovenia, Spain, Sweden, Switzerland and United Kingdom.EUROPEAN COMMITTEE
9、 FOR STANDARDIZATION C OM I T EUR OP EN DE NOR M AL I S ATI ON EUR OP I S C HES KOM I TEE F R NOR M UNG Management Centre: Avenue Marnix 17, B-1000 Brussels 2009 CENAll rights of exploitation in any form and by any means reserved worldwide for CEN national Members.Ref. No. EN 12390-5:2009: EContents
10、PageForeword.31Scope .52Normative references .53Principle .54Apparatus .55Test specimens .66Procedures .67Expression of results .78Test report .79Precision .8Annex A (normative) Loading by a centre-point load . 1011BS EN 12390-5:2009EN 12390-5:2009 (E)ForewordThis document (EN 12390-5:2009) has been
11、 prepared by Technical Committee CEN/TC 104 “Concrete and related products”, the secretariat of which is held by DIN.This European Standard shall be given the status of a national standard, either by publication of an identical text or by endorsement, at the latest by August 2009, and conflicting na
12、tional standards shall be withdrawn at the latest by August 2009.Attention is drawn to the possibility that some of the elements of this document may be the subject of patent rights. CEN and/or CENELEC shall not be held responsible for identifying any or all such patent rights.This document supersed
13、es EN 12390-5:2000.It is recognized good practice to include measurement of density prior to the determination of flexural strength, as a check on compaction of the concrete.The two-point method of loading has been taken as the reference method, but the use of centre-point loading has been included
14、as a normative annex. An inter-comparison of the two-point and the centre-point methods has been made as part of a test programme, part-funded by the EC under the Measurement and Testing Programme, contract MAT I-CT-94-CO43. The centre-point method gave results which were consistently 13% higher tha
15、n those from the two-point method.This standard is one of a series concerned with testing concrete. The series EN 12390 includes the following parts:EN 12390 Testing hardened concrete Part 1:Shape, dimensions and other requirements for specimens and moulds; Part 2:Making and curing specimens for str
16、ength tests;Part 3:Compressive strength of test specimens;Part 4:Compressive strength - Specification for testing machines; Part 5:Flexural strength of test specimens;Part 6:Tensile splitting strength of test specimens; Part 7:Density of hardened concrete;Part 8:Depth of penetration of water under p
17、ressure.The following amendments have been made to the 2000-10 edition of this standard:editorial revisionselected loading rate to be applied after the initial (not exceeding approx 20% of the anticipated failure load) According to the CEN/CENELEC Internal Regulations, the national standards organiz
18、ations of the followingcountries are bound to implement this European Standard: Austria, Belgium, Bulgaria, Cyprus, CzechRepublic, Denmark, Estonia, Finland, France, Germany, Greece, Hungary, Iceland, Ireland, Italy, Latvia,Lithuania, Luxembourg, Malta, Netherlands, Norway, Poland, Portugal, Romania
19、, Slovakia, Slovenia, Spain, Sweden, Switzerland and the United Kingdom.1ScopeThis European Standard specifies a method for the determination of the flexural strength of specimens of hardened concrete.2Normative referencesThe following referenced documents are indispensable for the application of th
20、is document. For dated references, only the edition cited applies. For undated references, the latest edition of the referenced document (including any amendments) applies.EN 12350-1, Testing fresh concrete Part 1: SamplingEN 12390-1:2000, Testing hardened concrete Part 1: Shape, dimensions and othe
21、r requirements for test specimens and mouldsEN 12390-2, Testing hardened concrete Part 2: Making and curing specimens for strength testsEN 12390-4, Testing hardened concrete Part 4: Compressive strength Specification for testing machines3PrinciplePrismatic specimens are subject to a bending moment b
22、y the application of load through upper and lower rollers. The maximum load sustained is recorded and the flexural strength is calculated.4Apparatus4.1Testing machineThe test shall be carried out using a testing machine conforming to EN 12390-4.4.2Force applicationThe device for applying loads (see
23、Figure 1) shall consist of:1)two supporting rollers;2)two upper rollers carried by an articulated cross member, which divides the load applied by the machine equally between the two rollers.All rollers shall be manufactured from steel and shall have a circular cross-section with a diameter of 20 mm
24、to40 mm. They shall be at least 10 mm longer than the width of the test specimen.Three rollers, including the two upper ones, shall be capable of rotating freely around their axis and of being inclined in a plane normal to the longitudinal axis of the test specimen.The distance, I, between the outer
25、 rollers (i.e. the span) shall be equal to 3d, where d is the width of the specimen. The distance between the inner rollers shall be equal to d. The inner rollers shall be equally spaced between the outer rollers as shown in Figure 1. All rollers shall be adjusted to the positions illustrated inFigu
26、re 1 to an accuracy of 2,0 mm.5Test specimens5.1GeneralThe test specimens shall be prisms conforming to EN 12390-1. Specimens cast in moulds shall conform to EN12350-1 and EN 12390-2. The direction of casting shall be identified on the specimen.Sawn specimens which meet the requirements of EN 12390-
27、1 may also be tested. The specimens shall be examined and any abnormalities observed shall be reported.5.2Adjustment of test specimensWhere the dimensions or shapes of test specimens do not conform to 4.4 of EN 12390-1:2000 because they exceed the respective tolerances, they shall be rejected or adj
28、usted as follows:1)uneven surfaces shall be levelled by grinding;2)the deviation of angles shall be corrected by cutting and/or grinding.6Procedures6.1Preparation and positioning of specimensWipe clean all testing machine bearing surfaces and remove any loose grit or other extraneous material from t
29、he surfaces of the specimen that will be in contact with the rollers.For specimens stored in water, wipe excess moisture from the surface of the specimen before placing in the testing machine.Place the test specimen in the machine, correctly centred and with the longitudinal axis of the specimen at
30、right angles to the longitudinal axis of the upper and lower rollers.Ensure that the reference direction of loading is perpendicular to the direction of casting of the specimen.NOTEThe test result may be affected by the direction of loading with respect to the direction of casting.6.2LoadingDo not a
31、pply the load until all loading and supporting rollers are resting evenly against the test specimen. Select a constant rate of stress within the range 0,04 MPa/s (N/mm.s) to 0,06 MPa/s (N/mm.s). After theapplication of the initial load, which does not exceed approximately 20% of the failure load, ap
32、ply the load tothe specimen without shock and increase continuously, at the selected constant rate 1 0 %, until no greater load can be sustained.The required loading rate is given by the formula:where:s d d 2R =12I(1)Ris the required loading rate, in N/s;sis the stress rate, in MPa/s (N/mm.s);d1 and
33、 d2 are the lateral dimensions of the specimen, in mm;Iis the spacing of the lower rollers, in mm.When using manually controlled testing machines, correct, by appropriate adjustment of the controls, any tendency for the selected rate of loading to decrease, as specimen failure is approached.Record t
34、he maximum load indicated.Report a fracture if it is outside the loading rollers. (see Figure 1).7Expression of resultsThe flexural strength is given by the equation:wherefcf= F I12d d 2(2)fcfis the flexural strength, in MPa (N/mm);Fis the maximum load, in N;Iis the distance between the supporting r
35、ollers, in mm;d1 and d2are the lateral dimensions of the specimen, in mm (see Figure 1). Express the flexural strength to the nearest 0,1 MPa (N/mm).8Test reportThe report shall include:a)identification of the test specimen;b)designated or measured dimensions of the specimen;c)details of adjustment
36、by grinding (if appropriate);d)type of apparatus: two point/centre point;e)surface moisture condition of specimen at time of test (saturated/moist);f)date of test;g)maximum load at failure, in kN;h)flexural strength of specimen, to nearest 0,1 MPa (N/mm);i)location of fracture (if outside upper roll
37、ers);j)appearance of the concrete (if unusual);k)any deviation from the standard test method;l)a declaration from the person technically responsible for the test that it was carried out in accordance with this document, except as detailed in item k).The report may include:m) condition of specimen on
38、 receipt for storage;n)age of specimen at time of test (if known);o)appearance of the concrete (if unusual).9PrecisionThere is currently no precision data for this test, or the alternative test set out in Annex A.Key1Loading roller (capable of rotation and of being inclined)2Supporting roller3Suppor
39、ting roller (capable of rotation and of being inclined)Figure 1 Arrangement of loading of test specimen (two-point loading)Key1Loading roller (capable of rotation and of being inclined)2Supporting roller3Supporting roller (capable of rotation and of being inclined)Figure 2 Arrangement of loading of
40、test specimen (centre-point loading)Annex A (normative)Loading by a centre-point loadA.1 GeneralIn the case where a centre-point load is used, the method of test shall be changed in accordance with thisAnnex.NOTEThis method gives higher values for the flexural strength than the two-point method. An inter-comparison undertaken in the EC Measurement and Testing Programme, under contract MAT 1-CT-94-0043, indicates that the centre- point loading method gives results consistently 13 % higher than the two