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Partially Prestressed Concrete Members: Repeated Loading

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Part of the book series: NATO ASI Series ((NSSE,volume 113))

Abstract

This chapter reviews the behaviour, analysis and design of partially prestressed concrete members subjected to a large number of cycles of low amplitude loading within the service range.

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References

  1. Magnel, G., “A New Fatigue Test of a Prestressed Concrete Beam”, (in French), Science et Technique, Nos. 7/8, 1953.

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  2. Eastwood, W. and Rao, R.M., “Fatigue Tests on Lee McCall Prestressed Beams”, Civil Engineering and Public Works Review, Vol. 52, No. 613, July 1957, pp. 786–787.

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  3. Bate, S.C.C., “The Relative Merits of Plain and Deformed Wires in Prestressed Concrete Beams Under Static and Repeated Loading”, Proceedings I.C.E (London), Vol. 10, August 1958, pp. 473–502.

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  4. Bate, S.C.C., “An Experimental Study of Strand in Prestressed Concrete Beams under Static and Repeated Loading”, Proceedings LC.E. (London) Vol. 23, December 1962, pp. 625–638.

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© 1986 Martinus Nijhoff Publishers, Dordrecht

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Bennett, E.W. (1986). Partially Prestressed Concrete Members: Repeated Loading. In: Cohn, M.Z. (eds) Partial Prestressing, From Theory to Practice. NATO ASI Series, vol 113. Springer, Dordrecht. https://doi.org/10.1007/978-94-009-4438-1_6

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  • DOI: https://doi.org/10.1007/978-94-009-4438-1_6

  • Publisher Name: Springer, Dordrecht

  • Print ISBN: 978-94-010-8475-8

  • Online ISBN: 978-94-009-4438-1

  • eBook Packages: Springer Book Archive

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