
The relation between breaking stress and extension in tensile tests of steel
Publication year - 1907
Publication title -
proceedings of the royal society of london. series a, containing papers of a mathematical and physical character
Language(s) - English
Resource type - Journals
eISSN - 2053-9150
pISSN - 0950-1207
DOI - 10.1098/rspa.1907.0005
Subject(s) - breaking strength , stress (linguistics) , tension (geology) , structural engineering , ultimate tensile strength , tensile testing , bar (unit) , symmetry breaking , mathematics , materials science , engineering , composite material , geology , physics , philosophy , linguistics , oceanography , quantum mechanics
A large number of the tensile tests of steel are now made with test-pieces, which are only a few diameters long (fig. 1). When such a test-piece is broken by tension, it has a profile, as shown in fig. 2. The usual records, made when the tests are carried out, include, among other things, “breaking stress” and “extension per cent.” “Breaking stress” here means the maximum tension applied divided by the original area of the test-piece; and extension per cent, is taken as the percentage increase due to the strain, in the distance between two marks, one at either end of the test-piece, whose unstrained distance is known. The use of the term “breaking stress” in the above sense is convenient, from an engineer’s point of view, as showing what force a bar, etc., of given sectional area will stand before giving way. The true breaking stress of a material, however, is the actual intensity of the stress at the broken surface, and is, of course, greater than the nominal breaking stress, because of the reduced area of the broken surface. To avoid confusion, I will call the true breaking stress the “intrinsic strength” of the material.