Identyfikatory
Warianty tytułu
Języki publikacji
Abstrakty
In the paper, the effects of different technological and service factors on the levels of fracture-initiating stress σi and critical stress σcr in concrete under compression have been compiled. Experimentally determined ranges of the stresses are given. Technological and service factors contributing to a high or low level of the stresses have been grouped together. It is shown how some technological and service factors affect the fatigue strength of concrete. This is done for a few selected concretes on the basis of known levels of the fracture-initiating stress σi and critical stress σcr.
Słowa kluczowe
Czasopismo
Rocznik
Tom
Strony
251--265
Opis fizyczny
Bibliogr. 35 poz., tab., wykr.
Twórcy
autor
- Politechnika Wrocławska, Instytut Inżynierii Lądowej, Wybrzeże S. Wyspiańskiego 27, 50-370 Wrocław
Bibliografia
- 1. T.C.T. Hsu, F.O. SLATE, G.M. STURMAN, G. WINTER, Microcracking of plain concrete and the shape of the stress–strain curve, ACI Journal, 60, 1, 209–224, 1963.
- 2. K.T. KRISHNASWAMY, Microcracking of plain concrete under uniaxial compression loading, Indian Concrete Journal, 43, 4, 143–145, 1969.
- 3. B.L. MEYERS, F.O. SLATE, G. WINTER, Relationship between time-dependent deformation and microcracking of plain concrete, ACI Journal, 66, 1, 60–68, 1969.
- 4. K. NEWMAN, I.B. NEWMAN, Failure theories and design criteria for plain concrete, Proceedings of the Civil Engineering Materials Conference, Southampton 1969, [Ed.] by M. Te'eni, London, Wiley-Interscience, Part 2, 963–996, London 1971.
- 5. K. FLAGA, The influence of the stresses on the stress destruction and the strength parameters of concrete. Analytical models and new concepts in mechanics of structural concrete, Published by the Bialystok University of Technology, 55–70, Białystok 1993.
- 6. S.P. SHAH, S. CHANDRA, Critical stress, volume change and microcracking of concrete, ACI Journal, 65, 9, 770–781, 1968.
- 7. A.M. BRANDT et. al., Cracking and failure mechanism in concrete-like composites [in Polish], in: Mechanical Properties and Structure of Concrete Composites, PAN, Ossolineum, 163–209, 1974.
- 8. K. FLAGA, K. FURTAK, Influence of aggregate grading on critical stress levels in concrete under compression [in Polish], Arch. Civil Eng., 27, 4, 653–666, 1981.
- 9. J. HOLA, Determination of initiating and critical stress levels in compressed plain and high-strength concrete by acoustic methods, Archives of Acoustics, 25, 1, 57–65, 2000.
- 10. K. FLAGA, K. FURTAK, Effect of aggregate quality on cracking of reinforced concrete beams [in Polish], Arch. Civil Eng., 28, 1–2, 113–133, 1982.
- 11. G. RATAJCZAK, Permissible compressive stresses in concrete elements of bridge structure, Archives of Civil Engineering, 36, 4, 397–414, 1990.
- 12. K. FURTAK, The effect of selected technological factors on the fatigue strength of concrete, [in Polish] CWB, 4, 148–150, 1997.
- 13. M.M. SMADI, F.O. SLATE, Microcracking of high and normal strength concrete under short- and long-term loadings, ACI Journal, 86, 3, 117–127, 1989.
- 14. S. MINDESS, Application of failure mechanics to cement slurry, mortar and concrete [in Polish], in: Mechanics of Concrete-Like Composites, [Ed.] A. M. Brandt, Polish Academy of Sciences, Ossolineum, 377–407, Wroclaw 1983.
- 15. C. PERRY, E. GILLOTT, The influence of mortar-aggregate bond strength on the behaviour of concrete in uniaxial compression, Cement and Concrete Research, 7, 5, 553–564, 1977.
- 16. J. HOŁA, Studies on the effect of heat treatment on stress produced in compressed concrete, Engineering Transactions, 40, 1, 25–36, 1992.
- 17. J. HOŁA, Role of thermal treatment in stress failure of concrete differing in its aggregate grain composition, Engineering Transactions, 44, 1, 17–29, 1996.
- 18. A. KUSNIERZ, K. FLAGA, Heat treatment of concrete in microwave field [in Polish], XXXIII Sci. Conf. of the P.A.S. Civil Engin. Committee, 4, 85–90, Krynica 1987.
- 19. J. HOŁA, Effects of aggregate grading on the stress degradation of compressed concrete, Arch. Civil Eng., 38, 1–2, 85–101, 1992.
- 20. J. BILISZCZUK, 0. RAJSKI, The deformability and failure of high-strength concretes, [in Polish] Inżynieria i Budownictwo, 12, 623–627, 1997.
- 21. J. HOŁA, Studies of failure of high-strength concrete, Engineering Transactions, 46, 3–4, 33–351, 1998.
- 22. P. STROEVEN, A.T. MOCZKO, Assessment of damage evolution stages in cementitious composites by acoustic emission technique, 2nd International Conference on Nondestructive Testing of Concrete in the Infrastructure, Nashville, 12–14, 1996.
- 23. T. BRONIEWSKI, J. HOŁA, J. ŚLIWIŃSKI, Application de la méthode d'emission acoustique aux essais du comportement du béton imprégné de polymére soumis á la compression, Materials and Structures, 27, 331–337, 1994.
- 24. M. RYBIAŃSKI, Analysis of short-term strains in concrete depending on its age at the moment of loading [in Polish], 8th Symposium of PTMTS on Rheology, 139–144, Wroclaw 1981.
- 25. A. MOCZKO, The age effect in cracking behaviour of plain concrete, in: Brittle Matrix Composites 3, [Eds.] A.M. Brandt, L. Marshall, Elsevier Applied Science Publishers, 234–239, London 1991.
- 26. J. PYSZNIAK, J. HOŁA, Application of acoustic methods to assessment of concrete humidity influence on the process of concrete destruction, Archives of Acoustics, 16, 2, 343–353, 1991.
- 27. J. HOŁA, Effects of technological and service factors on initiating and critical stress levels and on fatigue strength in compressed concrete in the light of hitherto executed investigations [in Polish], CWB, 2, 49–52, 2001.
- 28. L. BERES, Relationship of deformational processes and structure change in concrete, Civil Engineering Materials Conference, Structure Mechanics and Engineering Design, Southampton, 1969, [Ed.] M. Te'eni, London 1971.
- 29. J. HOŁA, Effect of oiling up on the failure of concrete determined by acoustic emission, Archives of Acoustics, 21, 2, 215–223, 1996.
- 30. T.C.T. HSU, Fatigue of plain concrete, ACI Journal, 79, 7–8, 295–305, 1981.
- 31. U. SCFINEIDER, E. NAEGELE, F. DUMAT, Stress corrosion initiated cracking of concrete, Cement and Concrete Research., 16, 4, 535–544, 1986.
- 32. W.G. PIASTA, Z. SAWICZ, J. PIASTA, Sulfate durability of concretes under constant sustained load, Cement and Concrete Research, 19, 216–220, 1989.
- 33. K. FURTAK, Service strength of concrete [in Polish], Scientific Papers of the Roads and Bridges Research Institute, 3, 45–58, Poznan 1990.
- 34. W.G. PIASTA, Concrete durability as the function of stress level in sulphate attack, Archives of Civil Engineering, 42, 1, 29–45, 1996.
- 35. H. RÜSCH u. a., Festigkeit und Verformung von unbewehrten Beton enter konstanter Dauerlast, Deutscher Ausschuss für Stahlbeton, No. 198, Verlag Wilhelm Ernst und Sohn, Berlin 1968
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-article-BPB2-0006-0037