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| 02225nam 2200397za 4500 |
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001 | 9.866742 |
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003 | CaOODSP |
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005 | 20221107162126 |
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006 | m o d f |
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007 | cr ||||||||||| |
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008 | 190108s1977 onca ob f000 0 eng d |
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020 | |z0660012421|q(print) |
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040 | |aCaOODSP|beng |
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041 | |aeng|bfre |
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043 | |an-cn--- |
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086 | 1 |aM38-13/77-39E-PDF|zM38-13/77-39 |
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100 | 1 |aBiefer, G. J., |d1921- |
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245 | 14|aThe environmental cracking susceptibilities of three high-strength alloy steels |h[electronic resource] / |cG.J. Biefer. |
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260 | |aOttawa : |bCANMET, Energy, Mines and Resources Canada, |c1977. |
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300 | |av, 19 p. : |bill. |
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490 | 1 |aCANMET report ; |v77-39 |
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500 | |aCover title. |
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500 | |a"May 1977." |
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500 | |a"Minerals Research Program, Physical Metallurgy Research Laboratories." |
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500 | |aDigitized edition from print [produced by Natural Resources Canada]. |
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504 | |aIncludes bibliographical references (p. 8-9). |
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520 | 3 |a"Notched, fatigue pre-cracked specimens of three high-strength alloy steels (T-1, CHT-100 and 1% Cu-3.5% Ni), with yield strengths of about 690 MPa (100 ksi), were tested for susceptibility to environmental cracking (EC). The specimens were loaded to fracture as cantilevers, using a rising-load technique. Susceptibility was assessed by comparing the nominal stress intensity at fracture under dry conditions, KIi (dry), with the value obtained for specimens fractured in contact with 3.5% NaC1 solution. The latter specimens were tested under free-corrosion (f.c.) conditions and also while cathodically protected (c.p.) by coupling to zinc"--Abstract, p. i. |
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546 | |aIncludes abstract in French. |
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693 | 4|aSteel, High strength--Cracking |
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693 | 4|aSteel alloys--Cracking |
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710 | 1 |aCanada. |bEnergy, Mines and Resources Canada. |
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710 | 2 |aCanada Centre for Mineral and Energy Technology. |
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710 | 2 |aMinerals Research Program (Canada) |
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710 | 2 |aPhysical Metallurgy Research Laboratories (Canada) |
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830 | #0|aCANMET report ;|v77-39.|w(CaOODSP)9.852792 |
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856 | 40|qPDF|s2.08 MB|uhttps://publications.gc.ca/collections/collection_2019/rncan-nrcan/m38-13/M38-13-77-39-eng.pdf |
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