Atmospheric Stress Corrosion Cracking of Stainless Steel Rock Climbing Anchors, Part 1

被引:7
作者
Lieberzeit, Jiri [1 ]
Prosek, Tomas [1 ]
Jarvis, Alan [2 ]
Kiener, Lionel [2 ]
机构
[1] Univ Chem & Technol Prague, Dept Metall Construct Mat, Technopk Kralupy,Zizkova 7, Kralupy Nad Vltavou 27801, Czech Republic
[2] Int Climbing & Mountaineering Federat UIAA, Monbijoustr 61, CH-3000 Bern 23, Switzerland
关键词
atmospheric corrosion; failure analysis; stainless steel; stress corrosion cracking; PRIOR COLD WORK; CHLORIDE DEPOSITION; RELATIVE-HUMIDITY; RESIDUAL-STRESS; TEMPERATURE; BEHAVIOR; SCC; MICROSTRUCTURE; DELIQUESCENCE; ARCHITECTURE;
D O I
10.5006/3227
中图分类号
T [工业技术];
学科分类号
08 ;
摘要
Austenitic stainless steels Cr-Ni (Types 304, 304L, 321, and similar) and Cr-Ni-Mo (Types 316, 316L, 316 Ti, and similar) are susceptible to atmospherically-induced stress corrosion cracking (AISCC) at ambient temperatures if hygroscopic salts such as MgCl2 or CaCl2 are present on the surface and the air relative humidity (RH) is in a critical range. This phenomenon has been responsible for incidents of rock climbing anchors breaking under minimal load in seaside areas, putting climbers lives at stake. A systematic failure analysis of anchors collected from various seaside locations throughout the world, namely from Portugal, Azores, Hong Kong, Taiwan, South Africa, and Australia, has been performed. Transgranular AISCC was proven the reason for failures in the majority of investigated anchors made of Type 304L stainless steel. Intergranular cracking due to sensitization by improper welding or heat treatment was also identified as a critical safety issue for both Types 304 and 316 stainless steel types. Comparison of literature data and climatic data from the failure locations suggests that limited washing of deposits in confined zones together with elevated temperature and low RH generated locally by direct sunshine are the key factors of AISCC initiation and ultimately of anchor failure.
引用
收藏
页码:1255 / 1271
页数:17
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