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Precision equipment for symmetrical bending— Part 1. The loading system
Author(s) -
Bereqvist B.
Publication year - 1987
Publication title -
strain
Language(s) - English
Resource type - Journals
SCImago Journal Rank - 0.477
H-Index - 47
eISSN - 1475-1305
pISSN - 0039-2103
DOI - 10.1111/j.1475-1305.1987.tb01930.x
Subject(s) - deflection (physics) , bending moment , strain gauge , structural engineering , beam (structure) , neutral axis , pure bending , capacitive sensing , cantilever , materials science , vertical deflection , engineering , optics , physics , electrical engineering , electromagnetic coil
The design and performance of precision bending equipment for testing straight beams with constant rectangular section under a pure bending moment is described. Part 1 deals with the loading arrangements and Part 2 with the rig for measuring beam deflection. The methods for recording deflection of strain gauges applied on the beam have been described elsewhere. 1–4 The reactions to the deadweight gravity loads are taken via ball bearings. The total bending moment inaccuracy, i.e. the sum of estimated systematic errors and random errors, the latter expressed as the 2Ga confidence interval about the mean (2G cim ), is about ± 25 x. 10 ‐4% , for 23 tests with a steel beam with 15 mm × 75 mm cross sectional dimensions, loaded to 1‐1.5 mm/m strain. The measuring rig stands on the beam via hardened and polished spherical segment feet and uses a capacitive transducer system with less than 5nm resolution. Various application tasks are described. The total inaccuracy of the measured deflection, i.e. apart from bending moment inaccuracy, is about ± 35 times 10 4% for about 10 reproduced, not repeated, tests with the same steel beam. The deflection for such a beam is of the order of 2 to 4 mm.