Abstract
One of the primary reasons for attempting to understand the complex physical and metallurgical processes that take place during the welding — particularly the fusion welding — of metals is to increase the reliability of welded joints by specifying the optimum materials, welding procedures and quality-control techniques. For example, in the boiler of a major power station there may be thousands of pipe welds, and the failure of only one of these welds may result in a plant shut-down. In structural work, deficiencies in a single weld may not have such serious effects; nevertheless, if a weld in a critical location fails, the structure as a whole may collapse or be condemned. By studying the reliability of welds in service it is possible to obtain a measure of the success or otherwise of the welding engineer in achieving sound joints.
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Further Reading
Fracture toughness 1968. ISI Publications 120 and 121.
Fracture toughness testing 1965. ASTM STP 381.
Progress in flaw growth and fracture toughness testing 1973. ASTM STP 536.
The mechanics and physics of fracture 1975. London: The Metals Society and the Institute of Physics.
Bazovski, I. 1961. Reliability theory and practice. Englewood Cliffs, N.J.: Prentice-Hall.
Rolfe, S. T. and J. M. Basson 1977. Fracture and fatigue control in structures. Englewood Cliffs, N.J.: Prentice-Hall.
American Society for Metals 1975. Metals handbook, 8th edn, vol. 10.
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© 1980 J. F. Lancaster
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Lancaster, J.F. (1980). The behaviour of welds in service. In: Metallurgy of Welding. Springer, Dordrecht. https://doi.org/10.1007/978-94-010-9506-8_10
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DOI: https://doi.org/10.1007/978-94-010-9506-8_10
Publisher Name: Springer, Dordrecht
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