Skip to main content
Log in

Long term random dynamic loading of concrete structures

Report by RILEM Committee 36-RDL

  • Published:
Matériaux et Construction Aims and scope Submit manuscript

This is a preview of subscription content, log in via an institution to check access.

Access this article

Price excludes VAT (USA)
Tax calculation will be finalised during checkout.

Instant access to the full article PDF.

References

  1. Bell K.Dynamic analysis of fixed offshore gravity structures, Second WEGEMT Graduate School, The Norwegian Institute of Technology, January 1979, 50 pp.

  2. Shah P., Chandra S.Fracture of concrete subjected to cyclic loading. ACI Journal, Proceedings, Vol. 61, No. 10, October 1970, pp. 816–824.

    Google Scholar 

  3. Raju N. K.Small concrete specimens under repeated compressive loads by pulse velocity technique. Journal of Materials, V 5, No. 2, June 1970, pp. 262–272.

    MathSciNet  Google Scholar 

  4. Murdock J., Kesler C. E.The mechanism of fatigue failure in concrete, T. & A.M. Rep. No. 587, Univ. of Illionois, August 1960.

  5. Antrim J. C.A study of the mechanism, of fatigue in cement paste and plain concrete. Phd. Thesis, Purdue University, 1967.

  6. Bennett E. W., Raju N. K.Cumulative fatigue damage of plain concrete in compression, Structure, Solid Mechanics and Eng. Design, pp. 1089–1102, Wiley-Interscience, London 1971.

    Google Scholar 

  7. Jinawath P.Cumulative fatigue damage of plain concrete in compression, Phd. Thesis, University of Leeds, 1974.

  8. Weigler H., Klausen D.Fatigue behaviour of concrete. Effect of loading in the fatigue strength range, Betongwerk+-Fertigteil-Technik, Heft 4/1979.

  9. Holmen J. O.Fatigue of concrete by constant and variable amplitude loading. Bulletin No. 79-1, Division of Concrete Structures, NTH-Trondheim, 1979, 218 pp.

  10. Paris P. C., Erdogen.—A critical analysis of crack propagation laws, Journal of Basic Engineering, Trans ASME Series D, Vol. 85, 1963, pp. 528–534.

    Google Scholar 

  11. Forman R. G., Kearney V. E., Engle R. M.Numerical analysis of crack propagation in cyclic,-loaded structures, J. of Basic Eng. Transactions of the ASME, September 1967, pp. 459–464.

  12. Bäcklund J.Computational fracture mechanics, SSF-report 5610: 10 (The Swedish Ship Research Foundation), Sweden 1977, 45 pp.

  13. Gylltoft K.Bond properties of strands in fatigue loading, Univ of Luleå, Res. Rep., TULEA 1979: 22, Luleå, Swedem 1979, 73 pp.

  14. Tepfers R., Kutti T.Fatigue strength of plain, ordinary and lightweight concrete, ACI J., May 1979, pp. 635–652.

  15. Aas-Jakobsen K.Fatigue of concrete beams and columns, Bulletin No. 70-1, Div. of Concrete Structures, NTH-Trondheim 1970.

  16. Klausen D., Weigler H.Betonfestigkeit bei konstanter und veränderlicher Dauerschwellbeanspruchung, Betonwerk+Fertigteil-Technik, Heft 3/1979.

  17. Kalias S., Williams R. I. T.Cement-bound road materials: Strength and elastic properties measured in the laboratory. TRRL. Report SR 344, 1978.

  18. Raithby K. D.Behaviour of concrete under fatigue loading. Developments in concrete technology, 1, F. D. Lydon, Ed., Applied Science Publishers Ltd 1979, pp. 83–110.

  19. Tepfer R.Tensile fatigue strength of plain concrete. Journal of the ACI, Proceedings Vol. 76, No. 8, August 1979, pp. 919–933.

    Google Scholar 

  20. Hilsdorf, H. K., Kesler C. E.Fatigue strength of concrete under Varying flexural stresses, ACI Journal, Proceedings Vol. 63, No. 10, October 1966, pp. 1059–1076.

    Google Scholar 

  21. Awad M. E., Hilsdorf H. K.Strength and deformation characteristics of plain concrete subjected to high repeated and sustained loads, Abeles Symposium of Fatigue of Concrete, SP-41, ACI, 1974, pp. 1–13.

  22. Murdock, J., Kesler C. E.Effect of range of stress on fatigue strength of plain concrete beams, ACI-J., Proc. 55, 1958, p. 221.

    Google Scholar 

  23. Tepfers R.En undersøkning av betongens utmattingshallfasthet (An investigation of the fatigue strength of plain concrete), Statens Rad för Byggnadsforskning, Rapport R 86: 1978, Stockholm 1978, p. 122.

  24. McCall J. T.Probability of fatigue failure of plain concrete, Journal Americna Concrete Institute, Vol. 55, August 1958, pp. 233–444.

    Google Scholar 

  25. Leeuwen J., Siemes A. J. M.Fatigue of concrete, Part 2, Memo 78-80-bg-SIM/PEM, IBBC-TNO Institute TNO for Building Materiasls and Building Structures, Delft, The Netherlands, 1978.

    Google Scholar 

  26. ACI Committee 215.—Considerations for design of concrete structures subjected to fatigue loading, ACI Journal, March 1974, pp. 97–121.

  27. Nordby Gene M.Fatigue of concrete, A review of research, ACI Journal, August 1958, pp. 191–220.

  28. Graf O., Brenner E.Versuche zur Ermittlung der Weiderstandsfähigkeit von Betong gegen oftmals wiederhlte Belastung, Deutscher Ausschuss für Stahlbeton, Heft 76 und 83, 1934 und, 1936.

  29. Sparks P. R., Menzies J. B.The effect of rate of loading upon the static and fatigue strengths of plain concrete in compression. Mag. Concrete Res., Vol. 25, No. 83, June 1973, pp. 73–80.

    Google Scholar 

  30. Ascheidt H.On the problem of fatigue strength of steel bars embedded in concrete, Dr. ing. Thesis, Aachen 1965.

  31. Reithby K. D., Galloway J. W.Effect of moisture conditions, age and rate of loading on fatigue of plain concrete, Abeles symposium of Fatigue of Concrete, SP-41, ACI, 1974, pp. 14–34.

  32. Bennet, E. W., Muir S. E., St J.Some fatigue tests of high-strength concrete in axial compression. Magazine of Concrete Research, Vol. 19, No. 59, June 1967.

  33. Mehmel A., Kern E.Elastische und plastische Stauchungen von Beton infolge Druckschwell, und Standbelastung, Deutscher Ausschuss für Stahlbeton, Helt, 153, 1962.

  34. Galloway J. W., Harding H. M. andRaithby K. D.Effect of moisture changes on flexural and fatigue strenth of concrete, TRRL Report LR 864, 1979.

  35. Takhar S. S., Jordaan I. J., Gamble B. R.Fatigue of concrete under lateral confining pressure, Abeles Symposium of Fatigue of Concrete, SP-41, ACI, 1974, pp. 59–69.

  36. Ople F. S., Hulsbos C. L.Probable fatigue life of plain concrete with stress gradient, ACI Journal, Proceedings, V 63, No. 1, January 1966, pp. 59–82.

    Google Scholar 

  37. Westerberg B.Utmatting av Betongkonstruksjoner, Föredrag vid Dansk Selskap for Bygningsstatik, January 1975.

  38. Tepfers R., Gørlin J., Samuelsson T.Concrete subjected to pulsating load and pulsating deformation of different pulse waveforms, Nordisk Betong, No. 4, 1973, pp. 27–36.

    Google Scholar 

  39. Palmgren A.Die Lebensdauer von Kugellagern, VDI, Zeitschrift Verein Deutscher Ingenieur, Vol. 68, 1924, pp. 339–341.

    Google Scholar 

  40. Miner M. A.Cumulative damage in fatigue, Trans. ASME, Vol. 67, 1945, pp. A159-A164.

    Google Scholar 

  41. Tepfers R., Friden C., Georgsson L.A study of the applicability to the fatigue of concrete of the Palmgren-Minear partial damage hypothesis, Magazine of Concrete Research, Vol. 29, No. 100, September 1977, pp. 123–130.

    Google Scholar 

  42. Leeuwen J. V., Siemes A. J. M.Miner's rule with respect to plain concrete HERON, Vol. 24, 1979, No. 1.

  43. Taylor H. P. J., Sharp J. V.Fatigue in offshore concrete structures, The Structural Engineer, March 1978, No. 3, Vol. 56 A.

  44. Hanson J. M., Somes N. F., Helgason Th.Investigation of design factors affecting fatigue strength of reinforcing bars, Abeles Symposium on Fatigue of Concrete, SP-41, American Concrete Institute, Detroit, 1974, pp. 71–106.

  45. Tilly G. P.Fatigue of steel reinforcement bars in concrete: A review. Fatigue of Engineering Materials and Structures, Vol. 2, pp. 251–268, Pergamon Press, Printed in Great Britain. Fatigue of Engineering Materials Ltd, 1979.

  46. Rehm G.Beitrag zur Frage der Ermüdungsfestigkeit von Bewehrungsstählen, Int. Vereinigung für Brückenbau und Hochbau, 6, Kongress, Stockholm, 27.6–1.7, 1960.

  47. Ros M., Eichinger A.Die Bruchgefahr fester Körper bei wiederholter Beanspruchung, Ermüdung. EMPA-Bericht, Nr. 173, Zürich, 1950.

  48. Moss D. S.Axial fatigue of high-yield reinforcing bars in air, TRRL Report SR622, Dept. of Transport, Dept. of Environment, TRRL Crowthorpe 1980.

  49. Jhamb I. C.Fatigue strength of deformed reinforcing bars, MS thesis, University of Alberta, 1969.

  50. Hanson J. M., Burton K. T., Hognestad E.Fatigue tests of reinforcing bars-Effect of deformation pattern, Journal, PCA Research and Development Laboratories, September 1968, pp. 2–13, Also in Development Dept. Bulletin No. d 145, PCA.

  51. Kokubu M., Okamura H.Fatigue behaviour of high strength deformed bars in reinforced concrete bridges, Frist International Symposium on Concrete Bridge Design, SP-23, ACI, 1969, pp. 301–316.

  52. McGregor J. G., Jhamb I. C., Nuttall N.Fatigue strength of hot rolled deformed reinforcing bars, ACI Journal, March 1971, pp. 169–179.

  53. Helgason T., Hanson, J. M.Investigation of design factors affecting fatigue strength of reinforcing bars, Statistical analysis, Abeles Symposium of Fatigue of Concrete, SP-41, ACI, 1974, pp. 107–138.

  54. Ruton K. T., Hognestad E.Fatigue tests of reinforcing bars, Tack welding of stirrups, Journal, PCA Research and Development Laboratories, September 1965, pp. 13–23, Also in Development Department Bulletin No. d 93, Portland Cement Association.

  55. Soretz S.Fatigue behaviour of high yield steel reinforcement, Concrete and Constructional Engineering, July 1965, pp. 272–280.

  56. Pfister J. F., Hognestad E.High strength bars as concrete reinforcement, Part 6, Fatigue tests, Journal, PCA Research and Development Laboratories, January 1964, pp. 65–84.

  57. Rehm G.Kriterien zur Beuteilung von Bewehrungsstäben mit hochwertigem Verbund, Stahlbetonbau, Berichte aus Forschung und Praxis, Verlag von W. Ernst+Sohn, Berlin, München 1969.

    Google Scholar 

  58. Spitzner J.Zur Prüfung von Betonrippenstahl under schwingender Beanspruchung im freien und einbetonierten Zustand, Dissertation, T. H. Darmstadt, 1971.

  59. Unveröffentlichte Berichte von Dauerschwingversuchen an in Biegebalken einbetonierten Bewehrungsstählen der MPA für das Bauwesen der TH. München, 1953–1964.

  60. Nürnberger U.Einfluss werkstoffabhängiger Grössen auf das Dauerschwingverhalten naturharter Betonrippenstähle auf C-Si-Mn-Basis, Demnächst in Stahl und Eisen.

  61. Unveröffentlichte Berichte von Dauerschwingsversuchen an in Biegebalken einbetonierten Bewehrungsstählen der MPA für das Bauwesen der TU Braunschweig, 1969–1973.

  62. Pasko, T. J.Fatigue of welded reinforcing steel, ACI Journal Proc. 70, pp. 757–758.

  63. Baus R., Brenneisen A.The fatigue strength of prestressing steel, Steel for Prestressing, FIP Symposium, Madrid, June 1968. Cement and Concrete Association, London 1969, pp. 95–117.

    Google Scholar 

  64. Lambotte H., Baus R.Étude expérimentale de l'effet de la fatigue sur le comportement de poutres en béton armé (Experimental study of the effect of fatigue on the behaviour of reinforced concrete beams), Revue C, Nos, 3 and 4, 1963.

  65. Chang T. S., Kesler C. E.Static and fatigue strength in shear of beams with tensile reinforcement, ACI Journal, June 1958, pp. 1033–1058.

  66. Westerberg B.Utmattingsförsök pa armerade betongbalkar (Fatigue tests of reinforced concrete beams), Royal Institute of Technology, Department of Structural Engineering and Bridge Building, Publication 73: 1, Stockholm, 1973.

  67. Gaede K.Versuche über die Festigkeit und die Vervormung von Beton bei Druck, Schwellbeanspruchung, Deutsche Ausschuss für Stahlbeton, Heft 144, 1962.

  68. Freitag W.Das Ermüdungsverhalten des Betons, Stands der Kenntnisse und der Forschung, Beton, Heft 5, 1970, pp. 192–194, und Heft 6, 1970, pp. 247–252.

    Google Scholar 

  69. Tepfers R.Cracking of concrete cover along anchored deformed reinforcing bars, Magazine of Concrete Research, Vol. 31, No. 106, March 1979, pp. 3–12.

    Article  Google Scholar 

  70. Gylltoft K.Bond failure in reinforced concrete under cyclic loading, Univ. of Lulea, Res. Rep, Lulea, 1980 (to be published).

    Google Scholar 

  71. Östlund L.Inverkan av bockningsradier och täckande betongskikt hos kamstal pa spjalkningsrisken for armerade betongkonstruktioner. (The effect of bend radii and the thickness of concrete cover over deformed bars on the risk of splitting failure in concrete structures) (Stencil), The Royal Inst. of Technology (KTH), Stockholm, 1963, p. 92.

    Google Scholar 

  72. Ferguson P. M., Breen J. E.Lapped splices for high strength reinforcing bars, Journal of the American Concrete Institute, September 1965, pp. 1063–1078.

  73. Ferguson P. M.Bond stress, The state of the art, ACI Journal, November 1966, pp. 1161–1190.

  74. Ferguson P. M., Briceno E. A.Tensile lap splices, Part I: Retaining wall type, varying moment zone, Research Report No. 113-2 of the Center for Highway Research, University of Texas in Austin, July 1969.

  75. Briceno E. A.Development length for spliced bars in concrete beams and walls, Dissertation and der Universität von Texas in Austin, May 1969.

  76. Tepfers R.A theory of bond applied to overlapped tensile reinforcement splices for deformed bars, Chalmers Tekniska Högskola, Institutionen för Betongbyggnad, Publication 73:2, Göteborg, 1973, p. 328.

  77. Thompson M. A., Jirsa J. O., Breen, J. E., Meinheit D. F.The behaviour of multiple lap splices in wide sections, Center of Highway Research University of Texas at Austin, Research Report 154-1, January 1975, p. 75.

  78. Orangun C. O., Jirsa J. O. Breen J. E.A reevaluation of test data on development length and splices, ACI-Journal, march 1977, pp. 114–122.

  79. Morita S., Kaku T.Splitting bond failures of large deformed reinforcing bars, ACI Annual Convention, San Diego, 1977 (ACI, January 1979, No. 1, Proceedings Vol. 76, pp. 93–110).

  80. Eligehausen R.Übergreifunsstössen von Rippenstäben mit geraden Stabenden, Disertation, Universität Stuttgart, 1978.

  81. Tassios T. P.Properties of bond between concrete and steel under load cycles idealizing seismic actions, AICAB-CEB Symposium, Vol. 1, State of Art Reports (CEB Bulletin d'information No. 131), pp. 67–122, Rome 1979.

    Google Scholar 

  82. Rehm G., Eligehausen R.Einfluss einer nicht ruhenden Blastung auf das Verbundverhalten von Rippenstählen, Betonwerk+Fertigteil-Technik, Heft 6/1977, pp. 295–299.

    Google Scholar 

  83. Perry S. E., Jundi P.Pullout bond stress distribution under static and dynamic repeated loadings, ACI Journal, May 1965, pp. 377–380.

  84. Ismail M. A. F., Jirsa J. O.Bond deterioration in reinforced concrete subjected to low cycle loads, ACI-Journal, June 1972, pp. 334–343.

  85. Whaley C. P., Neville A. M.Non-elastic deformation of concrete under cyclic compression. Magazine of Concrete Research, Vol. No. 84, September 1973, pp. 145–154.

    Google Scholar 

  86. Rehm G., Eligehausen R.Übergreifungsstösse von Rippenstäben unter nicht ruhender Belastung, Beton, und Stahlbetonbau, Helft 7, 1977, pp. 170–174.

    Google Scholar 

  87. Muhlenbruch C. W.The effect of repeated load on the bond strength of concrete, Proceedings American Society for testing Materials, 1945, pp. 824–845.

  88. Morita S., Kaku T.Local bond stress-slip relationship under repeated loading, IABSE, Symposium, Resistance and ultimateddeformability of structures acted on by well defined repeated loads, Lisboa, 1973.

  89. Arthur P. D. Earl J. C., Hodgkiess T.,—Fatigue of reinforced concrete in seawater, Concrete, May 1979, pp. 26–30.

  90. Bannister J. L.Fatigue and corrosion fatigue of Torbar reinforcement, The Structural Engineer, March 1978, No. 3, Vol. 56 A.

  91. Waagaard K.Fatigue of offshore concrete structures, Design and experimental investigations, Paper OTC 3009 presented at Ninth Annual Offshore Technology Conference, Houston, 2–5, 1977.

  92. Beery A. W.Corrosion of reinforcing steel in concrete and its relation to cracking, The Structural Engineer, March 1978, No. 3, Vol. 56A.

Download references

Rights and permissions

Reprints and permissions

About this article

Cite this article

Long term random dynamic loading of concrete structures. Mat. Constr. 17, 1–28 (1984). https://doi.org/10.1007/BF02474050

Download citation

  • Issue Date:

  • DOI: https://doi.org/10.1007/BF02474050

Keywords

Navigation