PROBLEMS OF HIGH STRENGTH BOLTED CONNECTIONS IN STEEL CONSTRUCTION. COEFFICIENTS OF FRICTION OF FAYING SURFACES SUBJECTED TO VARIOUS CORROSION-PROTECTIVE TREATMENTS
In slip-proof connections of structural steel-members by means of high-strength pre-tensioned bolts, the transfer of forces by friction depends on the manner of pre-treatment of the faying surfaces. It may be expected that the use of corrosion-protective coatings on these faying surfaces, the desirability of which is known from experience, will have a considerable effect on the value of the coefficient of friction, while the manner of the first pre-treatment (before the application of the protective coating) will be less decisive in such cases. This Report No. 2 describes the tests carried out to determine this effect in the context of the objectives of question D 90, and presents the results obtained in these tests.
- Restrictions on the use of this document are contained in the explanatory material.
International Union of RailwaysOffice of Research and Experiments
- Publication Date: 1967-6
- Features: Tables;
- Pagination: 23 p.
- TRT Terms: Bolted joints; Bolts; Coefficient of friction; Construction joints; Corrosion protection; High strength; Protective coatings; Steel structures; Tests; Weathering
- Old TRIS Terms: High strength bolts; Question d90
- Subject Areas: Bridges and other structures; Railroads;
- Accession Number: 00052898
- Record Type: Publication
- Source Agency: International Union of Railways
- Report/Paper Numbers: D90/RP 2/E
- Files: TRIS
- Created Date: Nov 23 1976 12:00AM