Fatigue testing and performance of steel reinforcement bars

Matériaux et constructions - Tập 17 - Trang 43-49 - 1984
G. P. Tilly1
1Transport and Road Research Laboratory, Crawthorne, G.B.

Tóm tắt

The methods of testing and the fatigue performance of six types of high strength steel reinforcement have been studied. Effects of bar diameter and butt-welding have been evaluated with an emphasis on long endurances. There is no evidence of the commonly assumed endurance limit at around 2×106 cycles and fractures occurred at up to 97×106 cycles. The performance can be represented by the expression σ r 9 N=K, where σr is stress range and N is cycles to failure. The value of K is dependent on type of test, bending or axial, and bar diameter. It is concluded that it is appropriate to design using the performance for axial testing in air. The method of expressing performance is uniform with classification of welded connections and gives a safe representation of behaviour.

Tài liệu tham khảo

Tilly G. P.—Fatigue of steel reinforcement bars in concrete—a review. Fatigue of Engineering Materials and Structures, Vol. 2, 1979, pp. 251–268 (Pergamon Press). Fisher J. W., Pense, A. W., Roberts R.—Evaluation of fracture of Lafayette Bridge. J. Struc. Div., ASCE, Vol. 103 (ST7), 1977, pp. 1339–1367. Moss D. S.—Axial fatigue of high yield reinforcing bars in air. Department of the Environment Department of Transport, TRRL Report SR 622. Crowthorne, 1980 (Transport and Road Research Laboratory). British Steel Corporation.—Unpublished work, 1981. Moss D. S.—Bending fatigue of high-yield reinforcing bars in concrete. Department of the Environment Department of Transport, TRRL Report SR 748. Crowthorne, 1982 (Transport and Road Research Laboratory). British Standard Institution.—Steel, concrete and composite bridges. British Standard BS 5400; Part 10: 1980. Code of practice for fatigue. London, 1980 (British Standards Institution). Spindel J. E., Haibach E.,—The method of maximum likelihood applied to the statistical analysis of fatigue data. Int. J. Fatigue, Vol. 1, (2), 1979, pp. 81–88. Tilly G. P., Moss D. S.—Long endurance fatigue of steel reinforcement. IABSE Colloquium Lausanne. IABSE Reports, Vol. 37, 1982, pp. 229–238. Corley W. G., Hanson J. H., Helgason T.—Background of American design procedure for fatigue of concrete. IABSE Colloquim, Lausanne. IABSE Reports, Vol. 37, 1982, pp. 33–40. Crown Copyright 1983.—Any views expressed in this paper are not necessarily those of the Department of the Environment or of the Department of Transport. Extracts from the text may be reproduced, except for commercial purposes, provided the source is acknowledged.