BS EN 1170-5-1998 Precast concrete products - Test method for glass-fibre reinforced cement - Measuring bending strength complete bending test method《预制混凝土制品 玻璃纤维增强水泥的测试方法 测定抗弯强度.pdf

《BS EN 1170-5-1998 Precast concrete products - Test method for glass-fibre reinforced cement - Measuring bending strength complete bending test method《预制混凝土制品 玻璃纤维增强水泥的测试方法 测定抗弯强度.pdf》由会员分享，可在线阅读，更多相关《BS EN 1170-5-1998 Precast concrete products - Test method for glass-fibre reinforced cement - Measuring bending strength complete bending test method《预制混凝土制品 玻璃纤维增强水泥的测试方法 测定抗弯强度.pdf（10页珍藏版）》请在麦多课文档分享上搜索。

1、| | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | | BRITISH STANDARD BS EN 1170-5 : 1998 The E

2、uropean Standard EN 1170-5 : 1997 has the status of a British Standard ICS 91.100.30 NO COPYING WITHOUT BSI PERMISSION EXCEPT AS PERMITTED BY COPYRIGHT LAW Precast concrete products Test method for glass-fibre reinforced cement Part 5. Measuring bending strength, Complete bending test methodThis Bri

3、tish Standard, having been prepared under the direction of the Sector Board for Building and Civil Engineering, was published under the authority of the Standards Board and comes into effect on 15 March 1998 BSI 1998 ISBN 0 580 29202 9 BS EN 1170-5 : 1998 Amendments issued since publication Amd. No.

4、 Date Text affected National foreword This British Standard is the English language version of EN 1170-5 : 1997 published by the European Committee for Standardization (CEN). The UK participation in its preparation was entrusted to Technical Committee B/524, Precast concrete products, which has the

5、responsibility to: aid enquirers to understand the text; present to the responsible European committee any enquiries on the interpretation, or proposals for change, and keep the UK interests informed; monitor related international and European developments and promulgate them in the UK. The UK voted

6、 against this standard at the CEN Formal Vote stage but the analysis of voting, in accordance with CEN/CENELEC Internal Regulations Part 2: Common rules for standards work resulted in a positive vote. This standard, together with BS EN 1170 : Parts 1 to 4, 6 and 7, supersedes BS 6432 : 1984 which is

7、 withdrawn. A list of organizations represented on this committee can be obtained on request to its secretary. Cross-references The British Standards which implement international or European publications referred to in this document may be found in the BSI Standards Catalogue under the section enti

8、tled International Standards Correspondence Index, or by using the Find facility of the BSI Standards Electronic Catalogue. Compliance with a British Standard does not of itself confer immunity from legal obligations. Summary of pages This document comprises a front cover, an inside front cover, the

9、 EN title page, pages 2 to 6, an inside back cover and a back cover.CEN European Committee for Standardization Comite Europe en de Normalisation Europa isches Komitee fu r Normung Central Secretariat: rue de Stassart 36, B-1050 Brussels 1997 CEN All rights of exploitation in any form and by any mean

10、s reserved worldwide for CEN national Members. Ref. No. EN 1170-5 : 1997 E EUROPEAN STANDARD EN 1170-5 NORME EUROPE ENNE EUROPA ISCHE NORM November 1997 ICS 91.100.30 Descriptors: Concrete products, prefabricated elements, composite materials, cements, glass, verification, conformity tests, bend tes

11、t, measurements, flexural strength English version Precast concrete products Test method for glass-fibre reinforced cement Part 5: Measuring bending strength Complete bending test method Produits pre fabrique se nb e ton Me thode dessai des composites ciment-verre Partie 5: Mesure de la re sistance

12、en flexion Me thode dite Essai complet de flexion Vorgefertigte Betonerzeugnisse Pru fverfahren fu r Glasfaserbeton Teil 5: Bestimmung der Biegezugfestigkeit Vollsta ndige Biegezugprufung This European Standard was approved by CEN on 29 October 1997. CEN members are bound to comply with the CEN/CENE

13、LEC Internal Regulations which stipulate the conditions 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 Central Secretariat or to any C

14、EN member. This European Standard exists in three official 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 Central Secretariat has the same status as the official versions. CEN

15、members are the national standards bodies of Austria, Belgium, Czech Republic, Denmark, Finland, France, Germany, Greece, Iceland, Ireland, Italy, Luxembourg, Netherlands, Norway, Portugal, Spain, Sweden, Switzerland and United Kingdom.Page 2 EN 1170-5 : 1997 BSI 1998 Foreword This European Standard

16、 has been prepared by Technical Committee CEN/TC 229, Precast concrete products, the secretariat of which is held by AFNOR. 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 May 1998, and conflictin

17、g national standards shall be withdrawn at the latest by May 1998. According to the CEN/CENELEC Internal Regulations, the national standards organizations of the following countries are bound to implement this European Standard: Austria, Belgium, Czech Republic, Denmark, Finland, France, Germany, Gr

18、eece, Iceland, Ireland, Italy, Luxembourg, Netherlands, Norway, Portugal, Spain, Switzerland and the United Kingdom. Contents Page Foreword 2 1 Scope 3 2 Normative references 3 3 Symbols and abbreviation 3 3.1 Symbols 3 3.2 Abbreviation 3 4 Apparatus 3 5 Procedure 3 5.1 Test pieces 3 5.2 Test method

19、 4 6 Expression of results 5 6.1 Deflection and load at the limit of proportionality 5 6.2 Deflection and load on failure 5 6.3 Deformation and stress 5 6.4 Water content 5 7 Test report 6Page 3 EN 1170-5 : 1997 BSI 1998 1 Scope This European Standard specifies a test method for identifying the stre

20、ss and deformation performance, at the limit of proportionality and on failure, of a GRC composition subjected to bending. It is also used to establish, for a given composition of GRC, the relationship between the conventional strength at 28 days and the strength at 7 days (see EN 1170-4). 2 Normati

21、ve references This European Standard incorporates by dated or undated reference, provisions from other publications. These normative references are cited at the appropriate places in the text and the publications are listed hereafter. For dated references, subsequent amendments to or revisions of an

22、y of these publications apply to this European Standard only when incorporated in it by amendment or revision. For undated references the latest edition of the publication referred to applies. ISO 7500-1 Metallic materials verification of static uniaxial testing machines Part 1 : Tensile testing mac

23、hines EN 1170-4 Precast concrete products Test method for glassfibre reinforced cement Part 4 : Measuring bending strength Simplified bending test method 3 Symbols and abbreviation 3.1 Symbols b width of test piece, in millimetres; d thickness of test piece in millimetres; F LOP load at limit of pro

24、portionality, in newtons; F MOR failure load, in newtons; l length of test piece, in millimetres; L span, in millimetres; M d mass of test piece after drying, dry mass, in grams; M W mass of test piece before drying, wet mass, in grams; W water content, in percentage by mass; D LOP deflection at lim

25、it of proportionality, in millimetres; D MOR deflection at failure in millimetres; e LOP stress at limit of proportionality; e MOR deformation at failure s LOP stress at limit of proportionality, in megapascals; s MOR stress at failure, in megapascals. 3.2 Abbreviation GRC: glassfibre reinforced cem

26、ent. 4 Apparatus The apparatus comprises : a bending test machine, of accuracy meeting the class 2 requirements specified in ISO 7500-1. It is provided with a four-point bending device (minimum diameter of supports: 6 mm) and a displacement sensor (accurate to 0,01 mm) located preferably in the tran

27、sverse axis of symmetry of the test device. The test device shall be fitted with a system for plotting the load/deflection curve, either on-line or off-line ; two flat, easy to clean, smooth material plates,o f approximately (5003 800) mm. In the case of a pouring production, provide for a frame hav

28、ing a thickness equal to that of the product being manufactured; a flat-bottomed tank, of approximately (5003 2003 100) mm filled with water maintained at (20 2) C ; a rule, accurate to 0,5 mm ; a calliper, accurate to 0,1 mm ; a ventilated drying oven, adjusted to (105 5) C ; a scale, with a measur

29、ing range 0 kg to 2 kg accurate to 0,1 g. 5 Procedure 5.1 Test pieces Consecutively make sample panels on the two flat boards, with no facing layer (solid GRC only) under the same conditions as for the actual production they represent: spray or premix. After 24 h, demould and store the two sample pa

30、nels under the same conditions as for the actual production they represent for 6 days. NOTE. The test pieces can also be cut out on the day of demoulding. Cut out by sawing in each panel, at mm from ( 50 0 +1 ) the edges, eight test pieces from the positions illustrated in figure 1. Mark the test pi

31、eces as shown in figure 1. Dimensions of the test pieces: width : (50 2) mm ; length as a function of the thickness, in accordance with table 1. The variations in thickness of the test pieces shall not exceed 5 % and shall be limited to 0,5 mm. e.g. by grinding NOTE. The thickness of the test piece

32、may need to be changed to meet this requirement.Page 4 EN 1170-5 : 1997 BSI 1998 Figure 2. Position of test pieces in testing machine Figure 1. Position and identification of test pieces Table 1. Length of test pieces as a function of their thickness Dimensions in millimetres Thickness d # 6,7 6,8 t

33、o 10 10,1 to 12,5 $ 12,6 Length l, with a 160 225 275 325 tolerance of mm 0 +25 Storage of the test pieces : a) test pieces from the first panel : When the eight test pieces have been aged for six days, immerse them in the tank filled with water at (20 2) C for 24 h so that they have been aged for s

34、even days at the time of the tests ; b) test pieces from the second panel : When the test pieces have been aged for six days, keep them in the laboratory at a temperature of (20 3) C and relative humidity of (60 5) % for 21 days so that they have been aged for 27 days. Then immerse them in water at

35、(20 2) C for 24 h for the test at 28 days. In both cases the test shall be carried out no more than 1/2 h after the test pieces have been removed from the water. After removal from the water and prior to the test, wipe the test pieces with a damp cloth to remove any surface water. 5.2 Test method Me

36、asure the length of each test piece to the nearest millimetre. Position the test pieces in the testing machine, as shown in figure 2, on the two bottom supports with a span L between them determined in accordance with table 2. For each test panel, the test pieces marked 1 and 3 are tested with the m

37、ould face down on the two bottom supports and those marked 2 and 4 with the mould face in contact with the top supports. To start the test, adjust the rate of application of the load : automatic control by load: (10 0,3) N/s ; automatic control by displacement: (0,03 0,003) mm/s. NOTE. In order to e

38、valuate correctly the limit of proportionality, the load and displacement sensors should be zeroed at the moment the test piece is in contact with the top supports. Continue the test until complete failure of the test piece. Stop recording at 0,9 F MOR . Measure the thickness and width of the test p

39、iece in the failure zone to the nearest 0,1 mm. Weigh each test piece, i.e. m W (in grams). After failure, place the test pieces in the ventilated drying oven adjusted to (105 5) C until a constant mass m d is attained, i.e. until the difference between two weighing results 24 h apart is less than 0

40、,1 %. Table 2. Span of test pieces as a function of their length Dimensions in millimetres Length l 160 225 275 325 Span L 135 200 250 300Page 5 EN 1170-5 : 1997 BSI 1998 Figure 3. Example of load/deflection curve 6 Expression of results 6.1 Deflection and load at the limit of proportionality The de

41、flection D LOP and load F LOP at the limit of proportionality are assessed by considering the load/deflection curve. They correspond to the point where the linearity of the two characteristics changes. NOTE. To evaluate the limit of proportionality in the best possible way, it is desirable that the

42、choice of scales on the load/deflection graph produces a slope of approximately 45 C. 6.2 Deflection and load on failure The deflection D MOR and load F MOR on failure correspond to the maximum load value recorded. NOTE. The determination of the ultimate value of the deflection may be difficult. How

43、ever, examination of the descending section of the curve is important because this gives supplementary information on the ductility of the material. 6.3 Deformation and stress The deflection and the load depend on the geometry of the test piece. In order to compare the mechanical behaviour of the di

44、fferent test pieces it is necessary to express the results in form of deflection and stress (of the extreme fibres of the bottom face). The deformation (e LOP and e MOR ) and stress (s LOP and s MOR ) values at the limit of proportionality and on failure are given by the following equations : e LOP

45、= 3 108 23 D LOP 3 d L 2 e MOR = 3 108 23 D MOR 3 d L 2 s LOP = F LOP b3 d 2 s MOR = F MOR 3 L b3 d 2 NOTE 1. The two equations shown above for calculating e LOP and e MOR are applicable when the displacement sensor for measuring the deflection is placed in the middle of the axis of symmetry of the

46、test device. If the sensor is placed normal to the bottom support, the constant should be replaced by in the two 108 23 27 5 equations. NOTE 2. These four equations are only applicable theoretically in the case of linear isotropic elastic materials. However, the values calculated using them are suff

47、iciently approximate for GRC material. NOTE 3. The conversion formulae are: e MOR (subserviance by moving) = 0,70 s MOR (subserviance by loading) + 2,26 s MOR (subserviance by loading) = 1,34 s MOR (subserviance by moving)2 2,22 6.4 Water content The water content W, expressed in percentage by mass,

48、 is determined by the following equation : W = 3 100 m w 2 m d m dPage 6 EN 1170-5 : 1997 BSI 1998 7 Test report The test report shall contain the following information: the identification of the laboratory (especially the characteristics and accuracy of the test machine, name of the test supervisor

49、); the complete identification of the test pieces (especially their origin, marking, date of manufacture of the panels); all individual results : dimensions, wet mass, dry mass, loads, stress, deflection and deformation at limit of proportionality and on failure, water content; the load/deflection curves; the mean average values at 7 and 28 days: e LOP , s LOP , e MOR , s MOR and W ; the relationships between the mean stresses