1984
DOI: 10.1016/0010-938x(84)90014-3
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Stress corrosion cracking of 304L stainless steel in molten salts media

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Cited by 15 publications
(3 citation statements)
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“…Similar responses have been observed in FLiNaK and FLiBe chemistries considered for molten salt cooled nuclear reactor designs, driving similar research efforts to identify and engineer new materials to withstand those related environments. [190][191][192] Surprisingly, after the seminal work of Atmani and Rameau in 1980, 191,193 who investigated stress-corrosion cracking (SCC) of stainless steel in molten NaCl-CaCl 2 at 840 K utilizing a uniquely designed tensile test apparatus, few groups have aimed at studying the combined impact of mechanical stress and chemical attack under CSP conditions. 194 This research gap, in part, is a result of expected low-stress conditions of CSP or molten salt reactor designs, but localized attack and grain-boundary embrittlement could well be anticipated in service.…”
Section: Molten Salt Corrosionmentioning
confidence: 99%
“…Similar responses have been observed in FLiNaK and FLiBe chemistries considered for molten salt cooled nuclear reactor designs, driving similar research efforts to identify and engineer new materials to withstand those related environments. [190][191][192] Surprisingly, after the seminal work of Atmani and Rameau in 1980, 191,193 who investigated stress-corrosion cracking (SCC) of stainless steel in molten NaCl-CaCl 2 at 840 K utilizing a uniquely designed tensile test apparatus, few groups have aimed at studying the combined impact of mechanical stress and chemical attack under CSP conditions. 194 This research gap, in part, is a result of expected low-stress conditions of CSP or molten salt reactor designs, but localized attack and grain-boundary embrittlement could well be anticipated in service.…”
Section: Molten Salt Corrosionmentioning
confidence: 99%
“…Stress corrosion cracking is induced in aqueous medium, under chloride or hot caustic environments. Such stress corrosion tests were performed in an artificially-designed apparatus [7]. In situ charged-coupled device (CCD) monitoring was applied to measure the vertical displacement in structural units and the cavity length between specified objects [8,9] Impedance-based microcracking characterization was employed in cement-based materials through the installation of external electrodes [10].…”
Section: Introductionmentioning
confidence: 99%
“…Effective nondestructive monitoring should offer highly reproducible identification techniques for locating/quantifying the mechanically vulnerable cracks in civil engineering structures. However, the pre-existing approaches, i.e., surface replica methods, in situ CCD monitoring, potentiometry, impedance spectroscopy, acoustic emission monitoring, and measurements with fiber Bragg grating sensors are proposed to be hindered by the difficulty in applying the techniques for the on-site/ real-time tracking of cracks [4][5][6][7][8][9][10][11]. The current work investigates a facile on-site approach of applying a self-infiltrating QD solution, which incorporates QD materials dispersed in water, to monitor the structural health of concrete-based constructions.…”
Section: Introductionmentioning
confidence: 99%