ISO 19044-2016 Test methods for fibre-reinforced cementitious composites - Load-displacement curve using notched specimen《纤维增强水泥基复合材料的试验方法 使用切口试样的荷载位移曲线》.pdf

《ISO 19044-2016 Test methods for fibre-reinforced cementitious composites - Load-displacement curve using notched specimen《纤维增强水泥基复合材料的试验方法 使用切口试样的荷载位移曲线》.pdf》由会员分享，可在线阅读，更多相关《ISO 19044-2016 Test methods for fibre-reinforced cementitious composites - Load-displacement curve using notched specimen《纤维增强水泥基复合材料的试验方法 使用切口试样的荷载位移曲线》.pdf（16页珍藏版）》请在麦多课文档分享上搜索。

1、 ISO 2016 Test methods for fibre-reinforced cementitious composites Load- displacement curve using notched specimen Mthodes dessai des composites base de ciment renforcs par des fibres Courbe de dplacement de charge utilisant un chantillon entaill INTERNATIONAL STANDARD ISO 19044 First edition 2016-

2、11-01 Reference number ISO 19044:2016(E) ISO 19044:2016(E)ii ISO 2016 All rights reserved COPYRIGHT PROTECTED DOCUMENT ISO 2016, Published in Switzerland All rights reserved. Unless otherwise specified, no part of this publication may be reproduced or utilized otherwise in any form or by any means,

3、electronic or mechanical, including photocopying, 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 Ch. de Blandonnet 8 CP 401 CH-1214

4、 Vernier, Geneva, Switzerland Tel. +41 22 749 01 11 Fax +41 22 749 09 47 copyrightiso.org www.iso.org ISO 19044:2016(E)Foreword iv 1 Scope . 1 2 Normative references 1 3 Terms and definitions . 1 4 Symbols 2 5 Test specimen 2 5.1 Geometry 2 5.2 Fabrication of specimen 2 5.3 Loading of specimen 3 6 T

5、est equipment. 3 6.1 Testing machine . 3 6.2 Loading apparatus . 3 6.3 Measuring device for load . 4 6.4 Measuring device for CMOD 4 6.5 Measuring device for LPD 5 7 Test procedure 5 8 Calculations 6 9 Test report . 6 Annex A (informative) Method of estimating tension softening curve . 7 Bibliograph

6、y .10 ISO 2016 All rights reserved iii Contents Page ISO 19044:2016(E) Foreword ISO (the International Organization for Standardization) is a worldwide federation of national standards bodies (ISO member bodies). The work of preparing International Standards is normally carried out through ISO techn

7、ical committees. Each member body interested in a subject for which a technical committee has been established has the right to be represented on that committee. International organizations, governmental and non-governmental, in liaison with ISO, also take part in the work. ISO collaborates closely

8、with the International Electrotechnical Commission (IEC) on all matters of electrotechnical standardization. The procedures used to 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 need

9、ed for the different types of ISO documents should be noted. This document was drafted in accordance with the editorial rules of the 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

10、rights. ISO shall not be held responsible for identifying any or all such patent rights. Details of any patent rights identified during 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

11、 this document is information given for the convenience of users and does not constitute an endorsement. For an explanation on the meaning of ISO specific terms and expressions related to conformit y assessment, as well as information about ISOs adherence to the World Trade Organization (WTO) princi

12、ples in the Technical Barriers to Trade (TBT) see the following URL: www.iso.org/iso/foreword.html. The committee responsible for this document is ISO/TC 71, Concrete, reinforced concrete and pre- stressed concrete, Subcommittee SC 6, Non-traditional reinforcing materials for concrete structures.iv

13、ISO 2016 All rights reserved INTERNATIONAL ST ANDARD ISO 19044:2016(E) Test methods for fibre-reinforced cementitious composites Load-displacement curve using notched specimen 1 Scope This document specifies the test method for the load-displacement curves of fibre-reinforced cementitious composites

14、 (FRCC) by three-point loading of notched prisms. The main purpose of this test is to evaluate the tension softening curve of FRCC. NOTE 1 Both crack mouth opening displacement (CMOD) and load point displacement (LPD) are specified as the displacement in load-displacement curves, but measurement of

15、both might not be necessary. Either can be selected depending on the purpose of measurement. NOTE 2 Three-point bending test using notched specimen generally provides higher results than those observed in four-point bending test, in which the fracture occurs at the weakest point of the specimen. 2 N

16、ormative references The following documents are referred to in the text in such a way that some or all of their content constitutes requirements of this document. For dated references, only the edition cited applies. For undated references, the latest edition of the referenced document (including an

17、y amendments) applies. ISO 1920-3:2004, Testing of concrete Part 3: Making and curing test specimens 3 Terms and definitions For the purposes of this document, the following terms and definitions apply. ISO and IEC maintain terminological databases for use in standardization at the following address

18、es: IEC Electropedia: available at http:/www.electropedia.org/ ISO Online browsing platform: available at http:/www.iso.org/obp 3.1 fibre-reinforced cementitious composite FRCC concrete or mortar containing short discrete fibres that are distributed in matrix Note 1 to entry: Fibres include chemical

19、 fibres (metal lic fibres, inorganic fibres, synthetic fibres, and so on) and natural fibres. 3.2 ligament area above the notch subject to fracture 3.3 notch cut for the initiation of fracture ISO 2016 All rights reserved 1 ISO 19044:2016(E) 4 Symbols Symbol Unit Description Reference a 0 mm depth o

20、f notch 5.1 b mm width of ligament 5.1 D mm depth of cross section of specimen 5.1 h mm height of ligament 5.1 L mm overall length of specimen 5.1 n 0 mm width of notch 5.1 S mm loading span 5.1 5 Test specimen 5.1 Geometry Specimens shall be prisms of square cross section with a notch at the mid-le

21、ngth as shown in Figure 1. a) The cross sectional size of the specimen shall be fixed with two types for the ease of operating as follows: 150 mm 150 mm and 100 mm 100 mm. The side length of the cross section of the specimen shall be equal to or larger than three times the fibre length. The specimen

22、s with different dimensions provide different test results even if the same FRCC is used. These test results should not be compared. b) The overall length of the specimen (L) shall not be less than 3,5 D. c) The notch depth (a 0 ) and notch width (n 0 ) shall be 0,3 D and not more than 5 mm, respect

23、ively. h b n 0 L a 0 D 1 Key 1 direction of casting Figure 1 Specimen 5.2 Fabrication of specimen a) The maximum aggregate size shall not be larger than 1/4 of the side length of the cross section of the specimen. b) Moulds specified in ISO 1920-3:2004, 5.2.1 shall be used.2 ISO 2016 All rights rese

24、rved ISO 19044:2016(E) c) FRCC shall be placed in one placing sequence without joints. In case of flowable FRCC, pouring toward the axial direction from the one side of the mould is recommended. The internal vibrator and compacting rod/bar shall not be used. d) The notch shall be cut using a concret

25、e saw when the FRCC has developed sufficient strength. The notch should be cut in one side that faced the side of the mould. The casting surface becomes vertical one for loading. It is not necessary to cut the edges of the notch to specific forms, as the edge shape scarcely affects the test results.

26、 e) The number of specimens shall be not less than six. The tolerances of specimens are 0,5 % for a side of section. f) The mass of each specimen shall be measured to the nearest 0,05 kg. 5.3 Loading of specimen a) Specimens shall be subjected to testing in a condition immediately after completion o

27、f the specified curing procedure. b) The direction of loading shall be perpendicular to the direction of casting of the specimen. c) The loading span (S) shall be 3 D. The tolerance of the loading span is 2 %. 6 Test equipment 6.1 Testing machine A testing machine capable of operating in a controlle

28、d manner, i.e. producing a constant rate of displacement (CMOD or LPD), and with sufficient stiffness shall be used. 6.2 Loading apparatus In order to eliminate torsional action on the specimen, the loading block and one of the supports shall be rotatable around their axes in the direction of the sp

29、ecimen axis. Both supports shall be hinged with rollers in order to avoid any restraint on the deformation until the specimen completely ruptures. Both supports should be movable, as the horizontal movement of the specimen is restrained at the loading block. Inserting multiple rods under both suppor

30、ts as shown in Figure 2 is a simple and effective solution for a movable mechanism. In order to ensure the absence of horizontal restraint, it is advisable to press the specimen lightly by hand before applying any load to confirm smooth movement of the specimen in the horizontal direction. ISO 2016

31、All rights reserved 3 ISO 19044:2016(E) Key 1 machine head 2 load cell 3 round bar 4 specimen 5 roller 6 round bar = 20 mm 30 mm Figure 2 Loading apparatus 6.3 Measuring device for load The load shall be measured using a load cell with an accuracy of 1 % of the estimated peak load or better. The loa

32、d cell shall be fixed to the testing machine. 6.4 Measuring device for CMOD The CMOD shall be measured using a clip gauge with an accuracy of 1/500 mm or better. If clip gauges cannot be directly attached to the notch, knife-edges are used. The thickness of the knife-edges to which the clip gauge is

33、 attached shall be not more than 5 mm (Figure 3). If the knife-edges are used, measuring position of CMOD shall be indicated in the test report. Also, if the inverse analysis is conducted, the measuring position should be considered. Knife-edges, which should be made of metal, should be attached as

34、shown in Figure 3 using an adhesive to ensure bond with the specimen. When wet testing is to be conducted with knife-edges attached to the specimen with an adhesive, the surfaces receiving the knife-edges have to be temporarily dried at the time of adhering. In this case, it is advisable that the po

35、rtions other than the surfaces receiving the knife-edges be covered with a wet cloth or immersed in water to avoid drying. 5 mm Figure 3 Knife-edges4 ISO 2016 All rights reserved ISO 19044:2016(E) 6.5 Measuring device for LPD The LPD shall be measured using displacement transducers as shown in Figur

36、e 4. The transducers shall have an accuracy of 1/500 mm or better. Holder frames, made of aluminium or steel bars, shall be used in order to eliminate the rigid-body displacement of the specimen and its deformation due to crushing at the loading and support points. The loose hole shall be made at th

37、e one support of the holder frames in order to avoid the restraint on the axial deformation of the specimen. The measuring points shall be, as a rule, on both sides of the specimen directly below the loading point using angles. However, if it is difficult to fix displacement transducers at such poin

38、ts, measurement at the shoulders of the notch near the bottom centre is permitted. Key 1 specimen 2 holder frame 3 angle 4 loose hole 5 displacement transducer Figure 4 Measuring system of LPD 7 Test procedure a) Set the specimen on the loading apparatus so that the notch shall be located on the bot

39、tom. b) Load the specimen continuously and without shock. c) The CMOD (or LPD) shall be increased at a constant rate of 0,05 mm/min. After the CMOD (or LPD) reach 0,1 mm, the rate may be increased to a constant rate of 0,2 mm/min. Though it is desirable to keep the loading rate constant from the beg

40、inning through the end of testing, it can be increased within the range of not substantially affecting the load-displacement curve, to shorten the testing time, after the post-cracking reductions in the load have settled. The method of such a change in the loading rate shall be reported. d) Measure

41、the load and CMOD and/or LPD continuously from the beginning through the end of testing. The intervals between readings by a digital measuring device shall be short enough to permit 20 or more readings before the peak load is reached. Testing shall be continued until the ISO 2016 All rights reserved

42、 5 ISO 19044:2016(E) CMOD or LPD reaches at least 0,04 D or 0,03 D, respectively. It is desirable to continue testing until the larger CMOD or LPD, when evaluating the fracture properties up to a large deformation. In the early period of loading during which there is a significant load variation, th

43、e values of the load and the corresponding CMOD or LPD need to be recorded at a rate not less than 5 Hz; afterwards, the above rate may be reduced to not less than 1 Hz. e) When the fracture of the specimen is observed not at ligament, the corresponding test data should be discarded. f) Measure the

44、width (b) of the broken ligament to the nearest 0,2 mm at two locations and calculate the average to four significant figures. g) Measure the height (h) of the broken ligament to the nearest 0,2 mm at two locations and calculate the average to four significant figures. h) Express the load-CMOD curve

45、 or load-LPD curve as averages of at least six specimens. To average the load-CMOD curves (or load-LPD curves), calculate the average of the loads on specimens at a given displacement. In this procedure, the intervals between displacements shall be similar to the intervals between measurements speci

46、fied in d). 8 Calculations The tension softening curve can be estimated following Annex A. 9 Test report The test report shall include the following items: a) FRCC composition; b) type and dimensions of fibre; c) volume fraction of fibre; d) curing conditions and history; e) date of mixing, notching

47、, and loading; f) type of loading machine; g) loading span; h) mass of loading jig; i) number of specimens; j) identification of the test specimen; k) geometry of the specimen; l) mass of the specimen; m) height and width of ligament; n) loading rate; o) measuring position of CMOD; p) load-CMOD curv

48、e and/or load-LPD curve; q) tension softening curve.6 ISO 2016 All rights reserved ISO 19044:2016(E) Annex A (informative) Method of estimating tension softening curve A.1 General This annex is intended to complement matters related to the provisions of the body text but does not form a portion of t

49、he provisions. This annex specifies a method of estimating a tension softening curve by poly-linear approximation using the data of load-displacement curves obtained from mode I stable failure testing on notched specimens. The tension softening curve determined by this method is a curve that expresses the relationship between the crack mouth opening displacement (CMOD) and the cohesive stress, which is employed for the analysis of mode I concrete fracture by fictitious crack model. A.2 Load-displacement curve T