ASTM E1921-2008ae1 Standard Test Method for Determination of Reference Temperature To for Ferritic Steels in the Transition Range.pdf
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1、Designation: E 1921 08a1Standard Test Method forDetermination of Reference Temperature, To, for FerriticSteels in the Transition Range1This standard is issued under the fixed designation E 1921; the number immediately following the designation indicates the year oforiginal adoption or, in the case o
2、f revision, the year of last revision. A number in parentheses indicates the year of last reapproval. Asuperscript epsilon () indicates an editorial change since the last revision or reapproval.1NOTEEditorial changes were made throughout in October 2008.1. Scope1.1 This test method covers the determ
3、ination of a referencetemperature, To, which characterizes the fracture toughness offerritic steels that experience onset of cleavage cracking atelastic, or elastic-plastic KJcinstabilities, or both. The specifictypes of ferritic steels (3.2.1) covered are those with yieldstrengths ranging from 275
4、to 825 MPa (40 to 120 ksi) andweld metals, after stress-relief annealing, that have 10 % orless strength mismatch relative to that of the base metal.1.2 The specimens covered are fatigue precracked single-edge notched bend bars, SE(B), and standard or disk-shapedcompact tension specimens, C(T) or DC
5、(T). A range ofspecimen sizes with proportional dimensions is recommended.The dimension on which the proportionality is based isspecimen thickness.1.3 Median KJcvalues tend to vary with the specimen typeat a given test temperature, presumably due to constraintdifferences among the allowable test spe
6、cimens in 1.2. Thedegree of KJcvariability among specimen types is analyticallypredicted to be a function of the material flow properties (1)2and decreases with increasing strain hardening capacity for agiven yield strength material. This KJcdependency ultimatelyleads to discrepancies in calculated
7、Tovalues as a function ofspecimen type for the same material. Tovalues obtained fromC(T) specimens are expected to be higher than Tovaluesobtained from SE(B) specimens. Best estimate comparisons ofseveral materials indicate that the average difference betweenC(T) and SE(B)-derived Tovalues is approx
8、imately 10C (2).C(T) and SE(B) Todifferences up to 15C have also beenrecorded (3). However, comparisons of individual, smalldatasets may not necessarily reveal this average trend. Datasetswhich contain both C(T) and SE(B) specimens may generateToresults which fall between the Tovalues calculated usi
9、ngsolely C(T) or SE(B) specimens. It is therefore stronglyrecommended that the specimen type be reported along withthe derived Tovalue in all reporting, analysis, and discussion ofresults. This recommended reporting is in addition to therequirements in 11.1.1.1.4 Requirements are set on specimen siz
10、e and the numberof replicate tests that are needed to establish acceptablecharacterization of KJcdata populations.1.5 Tois dependent on loading rate. Tois evaluated for aquasi-static loading rate range with 0.1KJc(0.98) it may be possible to reduce the influence of theoutlier datum on KJc(med)by tes
11、ting additional specimens.Typically, a total of 12 replicate specimens is sufficient.However, outliers shall not be discarded from the data utilizedto calculate KJc(med). The emergence of additional outliers mayindicate that the test material is not homogeneous.10. Prediction of Size Effects and Tra
12、nsition Temperature10.1 Weibull Fitting of Data Sets:10.1.1 Test Replication A data set consists of at least sixvalid replicate test results determined at one test temperature,or the equivalent thereof; see also 8.5 for single temperatureand 10.4 for multi-temperature requirements.10.1.2 Determinati
13、on of Scale Parameter, Ko, and median KKJc(med)The three-parameter Weibull model is used todefine the relationship between KJcand the cumulative prob-ability for failure, pf. The term pfis the probability for failureat or before KJcfor an arbitrarily chosen specimen taken froma large population of s
14、pecimens. Data samples of six or morespecimens are used to estimate the true value of scale param-eter, Ko, for the following Weibull model:pf5 1 exp $ KJc Kmin!/Ko Kmin!#b% (15)10.1.3 Ferritic steels with yield strengths ranging from 275to 825 MPa (40 to 120 ksi) will have fracture toughnesscumulat
15、ive probability distributions of nearly the same shape,independent of specimen size and test temperature, when Kminis set at 20 MPa=m (18.2 ksi=in.). The shape of thedistribution is defined by the Weibull exponent, b, which tendsto be near 4. Scale parameter, Ko, is the data fitting parameterdetermi
16、ned when using the maximum likelihood statisticalmethod of data fitting (22). When KJcand Koin Eq. 15 areequal, pf= 0.632.10.1.4 Size Effect PredictionsThe statistical weakest-linktheory is used to model specimen size effects in the transitionrange between lower shelf and upper shelf fracture toughn
17、ess.The following Eq. 16 can be used to size adjust individual KJcvalues, KJc(med),orKo. KJcserves as the example case:KJcx!5 Kmin1 KJco! Kmin#SBoBxD1/4(16)where:KJc(o)= KJcfor a specimen size Bo,Bo= gross thickness of test specimens (side groovesignored),Bx= gross thickness of prediction (side groo
18、ves ig-nored), andKmin= 20 MPa=m (18.2 ksi =in.).10.2 If KJcdata replication is performed at a single testtemperature, tests should be conducted as near as possible to anestimated Totemperature. However, all data obtained at tem-peratures within the range 50C # (TTo) # 50C shall beconsidered in the
19、determination of To. Therefore, if testing isperformed at more than one temperature, the multi-temperatureprocedure described in 10.4.2 shall be used. In this case, thecombination of valid specimen numbers and test temperaturesshall satisfy Eq. 22 in 10.4.1. Iteration in terms of testingadditional s
20、pecimens may be required. For single-temperaturetests, use 8.4 or 8.5 for test temperature estimation assistance.The following sections 10.2.1 and 10.2.2 can be used tocalculate the scale parameter, Ko, for data developed at a singletest temperature and consisting of at least six valid KJcvalues,or
21、the equivalent thereof, see also 8.5. Data sets containingonly valid data (as defined in 8.9.2) shall be analyzed as per10.2.1. Paragraph 10.2.2 shall be applied if any invalid data (asdefined in 8.9.2) exist.10.2.1 Determination of Kowith all Valid DataIf the dataare generated from specimens of oth
22、er than 1T size, the datamust first be converted to 1Tsize equivalence using Eq. 16 (seesection 3.3.20). The following Eq. 17 shall be then applied todetermine Ko:Ko5F(i 5 1NKJci! Kmin!4NG1/41 Kmin(17)where:N = number of specimens tested as defined in 8.9, andKmin= 20 MPa=m (18.2 ksi=in.).See X1.2 f
23、or an example solution.10.2.2 Determination of Kowith Censored DataReplaceall invalid KJcvalues (8.9.2) with dummy KJcvalues. Ifinvalidity was due to violation of KJc(limit), Eq. 1, the experi-mental KJcvalue shall be replaced by KJc(limit)for the specimensize used. Use the material yield strength a
24、t the test tempera-ture. In the case of KJcinvalidity due to exceeding the0.05(Wao) or 1-mm (0.04-in.) limitation on stable crackgrowth (8.9.2), the KJctest value shall be replaced with thehighest valid KJcin the data set for any specimen size. TheWeibull scale parameter, Ko, shall be calculated usi
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