ISO 10406-1-2015 Fibre-reinforced polymer (FRP) reinforcement of concrete - Test methods - Part 1 FRP bars and grids《混凝土的纤维增强聚合物(FRP)加固 试验方法 第1部分 FRP棒材和格栅》.pdf

《ISO 10406-1-2015 Fibre-reinforced polymer (FRP) reinforcement of concrete - Test methods - Part 1 FRP bars and grids《混凝土的纤维增强聚合物(FRP)加固 试验方法 第1部分 FRP棒材和格栅》.pdf》由会员分享，可在线阅读，更多相关《ISO 10406-1-2015 Fibre-reinforced polymer (FRP) reinforcement of concrete - Test methods - Part 1 FRP bars and grids《混凝土的纤维增强聚合物(FRP)加固 试验方法 第1部分 FRP棒材和格栅》.pdf（46页珍藏版）》请在麦多课文档分享上搜索。

1、 ISO 2015 Fibre-reinforced polymer (FRP) reinforcement of concrete Test methods Part 1: FRP bars and grids Polymre renforc par des fibres (PRF) pour larmature du bton Mthodes dessai Partie 1: Barres et grilles en PRF INTERNATIONAL STANDARD ISO 10406-1 Second edition 2015-01-15 Reference number ISO 1

2、0406-1:2015(E) ISO 10406-1:2015(E)ii ISO 2015 All rights reserved COPYRIGHT PROTECTED DOCUMENT ISO 2015 All rights reserved. Unless otherwise specified, no part of this publication may be reproduced or utilized otherwise in any form or by any means, electronic or mechanical, including photocopying,

3、or posting on the internet or an intranet, without prior written permission. Permission can be requested from either ISO at the address below or ISOs member body in the country of the requester. ISO copyright office Case postale 56 CH-1211 Geneva 20 Tel. + 41 22 749 01 11 Fax + 41 22 749 09 47 E-mai

4、l copyrightiso.org Web www.iso.org Published in Switzerland ISO 10406-1:2015(E) ISO 2015 All rights reserved iii Contents Page Foreword v 1 Scope . 1 2 Normative references 1 3 T erms, definitions, and s ymbols 1 3.1 Terms and definitions . 1 3.2 Symbols . 5 4 General provision concerning test piece

5、s 6 5 Test method for cross-sectional properties . 6 5.1 Test pieces . 6 5.2 Test method . 6 5.3 Calculations 7 5.4 Test report . 8 6 Test method for tensile properties 8 6.1 Test pieces . 8 6.2 Test equipment . 9 6.3 Test method . 9 6.4 Calculations 9 6.5 Test report 11 7 Test method for bond stren

6、gth by pull-out testing 13 7.1 Test pieces 13 7.2 Testing machine and devices .15 7.3 Test method 16 7.4 Calculations .17 7.5 Test report 17 8 Test method for performance of anchorages and couplers 18 8.1 Test method for performance of anchorages .18 8.2 Test method for performance of couplers 19 8.

7、3 Test report 19 9 Test method for long-term relaxation .20 9.1 Test pieces 20 9.2 Testing frame and devices 21 9.3 Test temperature 21 9.4 Test method 22 9.5 Calculations .22 9.6 Test report 23 10 Test method for tensile fatigue .23 10.1 Test pieces 23 10.2 Testing machine and devices .23 10.3 Test

8、 temperature 24 10.4 Test method 24 10.5 Calculations .25 10.6 Test report 25 11 Test method for alkali resistance .25 11.1 Test pieces 25 11.2 Immersion in alkaline solution 26 11.3 External appearance and mass change .26 11.4 Tensile test .27 11.5 Calculations .27 11.6 Test report 28 12 Test metho

9、d for creep failure .29 ISO 10406-1:2015(E)iv ISO 2015 All rights reserved 12.1 Test pieces 29 12.2 Testing frame and devices 29 12.3 Test temperature 29 12.4 Tensile capacity .29 12.5 Test method 29 12.6 Calculations .30 12.7 Test report 30 13 Test method for transverse shear strength .31 13.1 Test

10、 pieces 31 13.2 Testing machine and devices .31 13.3 Test temperature 32 13.4 Test method 33 13.5 Calculations .33 13.6 Test report 33 14 T est method for fle x ur al t ensile pr operties 34 14.1 Test pieces 34 14.2 Testing unit and devices . 34 14.3 Test method 35 14.4 Calculations .35 14.5 Test re

11、port 35 15 T est method for the c oefficient of longitudinal thermal e xpansion b y thermo- mechanical analysis .36 15.1 Test pieces 36 15.2 Testing device 37 15.3 Test method 37 15.4 Calculations .38 15.5 Test report 38 ISO 10406-1:2015(E) Foreword ISO (the International Organization for Standardiz

12、ation) is a worldwide federation of national standards bodies (ISO member bodies). The work of preparing International Standards is normally carried out through ISO technical committees. Each member body interested in a subject for which a technical committee has been established has the right to be

13、 represented on that committee. International organizations, governmental and non-governmental, in liaison with ISO, also take part in the work. ISO collaborates closely with the International Electrotechnical Commission (IEC) on all matters of electrotechnical standardization. The procedures used t

14、o develop this document and those intended for its further maintenance are described in the ISO/IEC Directives, Part 1. In particular the different approval criteria needed for the different types of ISO documents should be noted. This document was drafted in accordance with the editorial rules of t

15、he ISO/IEC Directives, Part 2 (see www.iso.org/directives). Attention is drawn to the possibility that some of the elements of this document may be the subject of patent rights. ISO shall not be held responsible for identifying any or all such patent rights. Details of any patent rights identified d

16、uring the development of the document will be in the Introduction and/or on the ISO list of patent declarations received (see www.iso.org/patents). Any trade name used in this document is information given for the convenience of users and does not constitute an endorsement. For an explanation on the

17、 meaning of ISO specific terms and expressions related to conformity assessment, as well as information about ISOs adherence to the WTO principles in the Technical Barriers to Trade (TBT), see the following URL: Foreword Supplementary information. The committee responsible for this document is ISO/T

18、C 71, Concrete, reinforced concrete and pre-stressed concrete, Subcommittee SC 6, Non-traditional reinforcing materials for concrete structures. This second edition cancels and replaces the first edition (ISO 10406-1:2008), which has been technically revised. ISO 10406 consists of the following part

19、s, under the general title Fibre-reinforced polymer (FRP) reinforcement of concrete Test methods: Part 1: FRP bars and grids Part 2: FRP sheets ISO 2015 All rights reserved v Fibre-reinforced polymer (FRP) reinforcement of concrete Test methods Part 1: FRP bars and grids 1 Scope This part of ISO 104

20、06 specifies test methods applicable to fibre-reinforced polymer (FRP) bars and grids as reinforcements or pre-stressing tendons in concrete. 2 Normative references The following documents, in whole or in part, are normatively referenced in this document and are indispensable for its application. Fo

21、r dated references, only the edition cited applies. For undated references, the latest edition of the referenced document (including any amendments) applies. ISO 291:2008, Plastics Standard atmospheres for conditioning and testing ISO 3611, Geometrical product specifications (GPS) Dimensional measur

22、ing equipment: Micrometers for external measurements Design and metrological characteristics ISO 4788, Laboratory glassware Graduated measuring cylinders ISO 7500-1, Metallic materials Verification of static uniaxial testing machines Part 1: Tension/compression testing machines Verification and cali

23、bration of the force-measuring system ISO 13385-1, Geometrical product specifications (GPS) Dimensional measuring equipment Part 1: Callipers; Design and metrological characteristics 3 T erms, d efinitions , and s ymbols 3.1 T erms and definiti ons For the purposes of this document, the following te

24、rms and definitions apply. 3.1.1 alkalinity condition of having or containing hydroxyl (OH-) ions; containing alkaline substances Note 1 to entry: In concrete, the initial alkaline environment has a pH above 13. 3.1.2 anchorage reinforcement latticed or spiral reinforcing steel or FRP connected with

25、 the anchorage and arranged behind it 3.1.3 anchoring section end part of a test piece where an anchorage is fitted to transmit loads from the testing machine to the test section INTERNATIONAL ST ANDARD ISO 10406-1:2015(E) ISO 2015 All rights reserved 1 ISO 10406-1:2015(E) 3.1.4 average loadaverage

26、of the maximum and minimum repeated load (stress) 3.1.5 bending angle angle formed by the straight sections of a test piece on either side of the deflector 3.1.6 bending diameter ratio ratio of the external diameter of the deflector surface in contact with the FRP bar, and the nominal diameter of th

27、e FRP bar 3.1.7 bending tensile capacity tensile load at the moment of failure of the test piece 3.1.8 c o e f f i c i e n t o f t h e r m a l e x p a n s i o n average coefficient of linear thermal expansion between given temperatures Note 1 to entry: The average of the given temperatures is taken

28、as the representative temperature. 3.1.9 c ont i n uou s f ibr e general term for continuous fibres of materials such as carbon, aramid, and glass 3.1.10 coupler device coupling tendons 3.1.11 creep failure capacity load causing failure after a specified period of time from the start of a sustained

29、load Note 1 to entry: In particular, the load causing failure after 1 million hours is referred to as the million-hour creep failure capacity. 3.1.12 creep failure strength stress causing failure after a specified period of time from the start of a sustained load Note 1 to entry: In particular, the

30、load causing failure after 1 million hours is referred to as the million-hour creep failure strength. 3.1.13 creep failure time time between the start of a sustained load and failure of a test piece 3.1.14 creep failure failure occurring in a test piece due to a sustained load 3.1.15 creep strain di

31、fferential change in length per unit length occurring in a test piece due to creep 3.1.16 creep time-dependent deformation of an FRP bar subjected to a sustained load at a constant temperature2 ISO 2015 All rights reserved ISO 10406-1:2015(E) 3.1.17 d e f l e c t e d s e c t i o n section of an FRP

32、bar that is bent and maintained at the required bending angle and bending diameter ratio 3.1.18 de f le c t or device used to maintain the position, alter the bending angle, or alleviate the stress concentrations in the FRP bar and which is sometimes installed in the deflected section 3.1.19 fatigue

33、 strength maximum repeated stress at which the test piece does not fail at the prescribed number of cycles 3.1.20 f i b re- re inf o rced p o l y m e r FRP composite material, moulded and hardened to the intended shape, consisting of continuous fibres impregnated with a fibre-binding polymer 3.1.21

34、frequency number of loading (stressing) cycles in 1 s during the test 3.1.22 FRP bar composite material formed into a long, slender structural shape suitable for use as reinforcement in concrete and consisting primarily of longitudinal unidirectional fibres bound and shaped by a rigid polymer resin

35、material 3.1.23 gauge length straight portion along the length of a test piece used to measure the elongation using an extensometer or a similar device 3.1.24 grid two-dimensional (planar) or three-dimensional (spatial) rigid array of interconnected FRP bars that form a continuous lattice that can b

36、e used to reinforce concrete 3.1.25 load amplitude load (stress) amplitude one-half of the load (stress) range 3.1.26 load (stress) range difference between maximum and minimum repeated load (stress) 3.1.27 maximum repeated load (stress) maximum load (stress) during repeated loading 3.1.28 maximum t

37、ensile force maximum tensile load sustained by a test piece during the tensile test 3.1.29 minimum repeated load (stress) minimum load (stress) during repeated loading ISO 2015 All rights reserved 3 ISO 10406-1:2015(E) 3.1.30 nominal cross-sectional area value obtained upon dividing the volume of th

38、e FRP specimen by its length 3.1.31 nominal diameter diameter of FRP calculated assuming a circular section 3.1.32 nominal peripheral length peripheral length of the FRP that forms the basis for calculating the bond strength and that shall be determined separately for each FRP 3.1.33 number of cycle

39、s number of times the repeated load (stress) is applied to the test piece 3.1.34 relaxation stress relaxation time-dependent decrease in load in an FRP held at a given constant temperature with a prescribed initial load applied and held at a given constant strain 3.1.35 relaxation rate percentage re

40、duction in load relative to the initial load after a given period of time, under a fixed strain Note 1 to entry: In particular, the relaxation value after 1 million hours (approximately 114 years) is referred to as the hundred-year relaxation rate. 3.1.36 repeated load (stress) load (stress) alterna

41、ting cyclically between fixed maximum and minimum values 3.1.37 S-N curve curve plotted on a graph with repeated stress on the vertical axis and the number of cycles to fatigue failure on the horizontal axis 3.1.38 tendon FRP resin-bound construction made of continuous fibres in the shape of a tendo

42、n used to reinforce concrete uniaxially Note 1 to entry: Tendons are usually used in pre-stressed concrete. 3.1.39 thermo-mechanical analysis TMA method for measuring deformation of a material as a function of either temperature or time, by varying the temperature of the material according to a cali

43、brated programme, under a non-vibrating load 3.1.40 TMA curvegraph with temperature or time represented on the horizontal axis and deformation on the vertical axis 3.1.41 ultimate strain strain corresponding to the maximum tensile force4 ISO 2015 All rights reserved ISO 10406-1:2015(E) 3.2 Symbols S

44、ee Table 1. Table 1 Symbols Symbol Unit Description Reference A mm 2 Nominal cross-sectional area of test piece 5.3, 6.4 D mm Nominal diameter 5.3 E N/mm 2 Youngs modulus 6.4 F u N Maximum tensile force 6.4 f u N/mm 2 Tensile strength 6.4 u Ultimate strain 6.4 F N Difference between loads at 20 % an

45、d 50 % of maximum tensile force 6.4 Strain difference between F 6.4 N/mm 2 Bond stress 7.4 P N Tensile load in the pull-out test 7.4 u mm Nominal peripheral length of test piece 7.4 l mm Bonded length 7.4 Y % Relaxation rate 9.5.2 t h Time 9.5.2 k a Empirical constant 9.5.2 k b Empirical constant 9.

46、5.2 R m % Mass loss ratio V o mm 3 Volume of water in the measuring cylinder 5.3 V s mm 3 Volume of the sum total of water and test piece 5.3 l o mm Length of test piece 5.3 m 0 g Mass before immersion 11.4 L 0 mm Length before immersion 11.4 m 1 g Mass after immersion 11.4 L 1 mm Length after immer

47、sion 11.4 R et % Tensile capacity retention rate 11.5.2 F u1 N Tensile capacity before immersion 11.5.2 F u0 N Tensile capacity after immersion 11.5.2 R Yc Creep load ratio 12.6.3 s N/mm 2 Shear stress 13.5.2 P s N Shear failure load 13.5.2 sp 1/C Coefficient of thermal expansion 15.4.1 L spm Differ

48、ence in length of test piece between temperatures T 1and T 2 15.4.1 L refm Difference in length of specification test piece for length calibration between temperatures T 1and T 2 15.4.1 L 0 m Length of test piece at room temperature 15.4.1 ISO 2015 All rights reserved 5 ISO 10406-1:2015(E) Symbol Un

49、it Description Reference T 2 C Maximum temperature for calculation of coefficient of thermal expansion (normally 60 C) 15.4.1 T 1 C Minimum temperature for calculation of coefficient of thermal expansion (normally 0 C) 15.4.1 set 1/C Coefficient of thermal expansion calculated for specification test piece for length calibration between temperatures T 1and T 2 15.4.1 4 General provision concerning test pieces Unless otherwise agreed, test pieces shall be taken from the ba