Papers - Fracture of Steels at Elevated Temperatures after Prolonged Loading.

The American Institute of Mining, Metallurgical, and Petroleum Engineers
R. H. Thielemann E. R. Parker
Organization:
The American Institute of Mining, Metallurgical, and Petroleum Engineers
Pages:
24
File Size:
3787 KB
Publication Date:
Jan 1, 1939

Abstract

The conventional short-time tensile test provides a reliable means of predicting the sustained load-carrying capacity of steels only when the temperature is such that continuous plastic flow does not occur. At elevated temperatures, stresses considerably less than the short-time rupture value may produce continuous flow, with fracture occurring only after long periods of time. The amount of flow or creep accompanying failure varies for different steels, and depends, to a large extent, on the temperature and the duration of the test. Service records of cracking stills, steam superheaters and high-temperature boilers have shown that brittle fractures sometimes occur with little or no warning. In installations of this type, localized stresses are often encountered, and steels must be capable of withstanding a certain amount of deformation without fracture. The sustained-load rupture test determines the expected life and corresponding ductility of steels at various stresses and temperatures. It also yields additional information regarding the effect of micro-structure and metallurgical stability on the high-temperature properties. Present Status of Sustained-load Rupture Test The sustained-load rupture test conducted at elevated temperatures is not entirely new. Dr. Zay Jeffriesl presented in 1919 the results of a large number of rupture tests made on copper, iron and tungsten. These tests were made with various strain rates and at temperatures ranging from the boiling point of liquid air to 1000° C. At that time he observed the interesting phenomenon characteristic of metals, that a temperature exists below which a metal is ductile and breaks with a transcrystalline fracture (through the grain) and above which the metal is brittle and breaks with an intergranular fracture (through the grain boundaries). He observed that this temperature varied with the testing speed, and that a minimum temperature, slightly above the recrystallization temperature, existed at which the cohesion of the grains themselves was
Citation

APA: R. H. Thielemann E. R. Parker  (1939)  Papers - Fracture of Steels at Elevated Temperatures after Prolonged Loading.

MLA: R. H. Thielemann E. R. Parker Papers - Fracture of Steels at Elevated Temperatures after Prolonged Loading.. The American Institute of Mining, Metallurgical, and Petroleum Engineers, 1939.

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