PL EN


Preferencje help
Widoczny [Schowaj] Abstrakt
Liczba wyników
Tytuł artykułu

Moisture influence on the failure of self-compacting concrete under compression

Wybrane pełne teksty z tego czasopisma
Identyfikatory
Warianty tytułu
PL
Wpływ wilgotności na proces niszczenia ściskanego betonu samozagęszczonego
Języki publikacji
EN
Abstrakty
EN
The paper presents the results of investigations into the failure of four self-compacting concretes under compression. When tested, the concretes were damp to different degrees. The failure processes were investigated by acoustic methods. The levels of cracking initiating stress [...] and critical stress [...], delimiting the stages in the failure process, were determined. Dependence between the moisture content in concrete and the levels of the above stresses has been established. The experimental results were used to calculate the fatigue strength of the tested self-compacting concretes and on this basis the suitability of the latter for erecting structures subject to repeated dynamic loads was assessed.
PL
W pracy przedstawiono wyniki badań procesu niszczenia czterech ściskanych betonów samozagęszczonych znajdujących się w chwili badania w różnym stopniu zawilgocenia. Proces niszczenia betonów zbadano metodami akustycznymi. Określono rozgraniczające ten proces wartości poziomów naprężeń inicjujących pękanie [...] i krytycznych [...]. Wykazano istnienie zależności między wilgotnością betonu, a wartościami tych poziomów. Wykorzystując uzyskane rezultaty badań obliczono wytrzymałość zmęczeniową badanych betonów samozagęszczonych i na tej podstawie sformułowano wniosek odnośnie do przydatności tych betonów do wznoszenia konstrukcji poddanych obciążeniom wielokrotnie zmiennym.
Rocznik
Strony
45--60
Opis fizyczny
Bibliogr. 29 poz, tab., wykr.
Twórcy
  • Wrocław University of Technology, Wybrzeże Wyspiańskiego 25, Wrocław, Poland
Bibliografia
  • [1] Beres L.: Fracture of concrete subjected to cyclic and sustained loading, ACI Journal, Vol. 69, No. 4, 1971, pp. 304-305.
  • [2] Bień J., Krzyżanowski J., Rawa P., Zwolski J.: Dynamic load tests in bridge management, Archives of Civil and Mechanical Engineering, Vol. 4, No. 2, 2004, pp. 63-78.
  • [3] Bień J.: Defects and diagnostics of bridge structures (in Polish), Wydawnictwa Komunikacji i Łączności, Warszawa, 2010.
  • [4] Flaga K.: Effect of internal stresses on the failure and strength parameters of concrete (In Polish), Inżynieria i Budownictwo, No. 6, 1995, pp. 315-322.
  • [5] Furtak K.: Load capacity of normal cross-section of bent reinforced concrete elements subjected to changing loads, as applied particularly to bridges (in Polish), Scientific Papers of Cracow Polytechnic, No. 4, 1985.
  • [6] Furtak K.: Stress failure of concrete (in Polish), Conference: Days of Concrete - Tradition and Modernity, Szczyrk, 2002, pp. 427-439.
  • [7] Gorzelańczyk T., Hoła J.: The use of acoustic emission to assess the influence of dampness on the course of failure of self-compacting concrete, Defektoskopie, 36th International Conference Exhibition. Proceedings. Tabor, Czech Republic, 2006, pp. 67-73.
  • [8] Gorzelańczyk T.: Assessment of the failure of self-compacting concretes by means of acoustic methods (in Polish), PhD dissertation. Reports of the Institute of Building Engineering at Wrocław University of Technology, Wrocław, Ser. PRE, No. 9, 2007.
  • [9] Hoła J., Pyszniak J.: Application of acoustic methods to assessment of concrete humidity influence on the process of concrete destruction, Archives of Acoustic, Vol. 16, No. 2, 1991, pp. 343-353.
  • [10] Hoła J.: Relation of initiating and critical stress to stress failure (in Polish), Scientific Papers of the Institute of Building Engineering of the Wrocław University of Technology, No. 76, Monographs No. 33, Wrocław University of Technology Publishing House, Wrocław, 2000.
  • [11] Hoła J.: Effects of technological and service factors on initiating and critical stress levels and on fatigue strength in compressed concrete in the light of hitherto investigations (in Polish), Cement-Wapno-Beton, Vol. VI/LXVII, No. 2, 2001, pp. 49-52.
  • [12] Hoła J.: Experimentally determined effects of technological and service factors on stressinduced destruction of concrete under compression, Engineering Transactions, Vol. 50, No. 4, 2002, pp. 251-265.
  • [13] HSU T.C.T.: Fatigue of plain concrete, ACI Journal, Vol. 79, No. 7-8, 1981, pp. 295-305.
  • [14] Kaszyńska M.: Self-consolidating concrete for repair of bridges, 6th International bridge engineering conference: reliability, security, and sustainability in bridge engineering [CD-ROM], Washington: Transportation Research Board, (Journal of the Transportation Research Board CD 11-S), 2005, pp. 429-434.
  • [15] Klug Y., Holschemacher K.: Comparison of the hardened properties of self compacting and normal vibrated concrete, Proceeding PRO33 - 3rd International RILEM Symposium: Self-Compacting Concrete. RILEM Publications S.A.R.L., 2003, pp. 596-605.
  • [16] Holschemacher K.: Hardened properties of self-compacting concrete, Modern building materials, structures and techniques. Proceedings of the 8th International Conference, Vilnius, Selected Papers, 2004, pp. 55-60.
  • [17] Li L., Hwang C.: The mixture proportion and property of SCC, Proceeding PRO33 - 3rd International RILEM Symposium: Self-Compacting Concrete. RILEM Publications S.A.R.L., 2003, pp. 525-529.
  • [18] Mačiulaitis R., Vaičienė M., Žurauskienė R.: The effect of concrete composition and aggregates properties on performance of concrete, Journal of Civil Engineering and Management, Vol. 15, No. 3, 2009, pp. 317-324.
  • [19] Newman K., Newman I.B.: Failure theories and design criteria for plain concrete, Proceedings of the Civil Engineering Materials Conference, Southampton, ed. by M.Te'eni, London, Wiley-Interscience, Part 2, 1969, pp. 963-996.
  • [20] Ngab A.S., Slate F.O., Nilson A.H.: Microcracking and time-dependent strain in highstrength concrete, ACI Journal, Vol. 78, No. 4, 1981, pp. 262-268.
  • [21] Nagamoto N., Ozawa K.: Mixture properties of self-compacting, high-performance concrete, ACI Materials Journal, Vol. 172, 1999, pp. 623-636.
  • [22] Okamura H., Ouchi M.: SCC. Development, present use and future, 1st It. RILEM Symp. on SCC, Stockholm, ed. RILEM Publ. S.A.R.L., pp. 13-14.
  • [23] Okamura H., Ouchi M.: Self-compacting concrete, Journal of Advanced Concrete Technology, Japan Concrete Institute, Vol. 1, No. 1, 2003, pp. 5-15.
  • [24] Okamura H., Maekawa K., Mishima T.: Performance based design for self-compacting structural high-strength concrete, ACI Materials Journal, Vol. 228, 2005, pp. 13-34.
  • [25] Paczkowski P., Kaszyńska M., Nowak A.S., Lutomirski T.: Self-consolidating concrete for on-site bridge applications, Fifth international conference on current and future trends in Bridge design, construction and maintenance: proceedings of the two day international conference ed. Robert Lark London: Thomas Telford Publishing, 2007, pp. 312-320.
  • [26] Ranachowski Z.: Application of acoustic emission method to determine the limit of proportionality and static strength in concrete, Brittle Matrix Composites 3, eds. A.M. Brandt, L.H. Marshall, Elsevier Applied Science Publishers, London, 1991, pp. 234-239.
  • [27] Raue E., Timmler H.-G., Garke R.: On the physically non-linear analysis of cyclic loaded reinforced concrete cross-sections with mathematical optimisation, Journal of Civil Engineering and Management, Vol. 15, No. 2, 2009, pp. 189-195.
  • [28] Szwabowski J., Łaźniewska-Piekarczyk B.: Air-entrainment problem in self-compacting concrete, Journal of Civil Engineering and Management, Vol. 15, No. 2, 2009, pp. 137-147.
  • [29] The European Guidelines for Self-Compacting Concrete. Specification, Production and Use. EFNARC The European Federation of Specialist Construction Chemicals and Concrete Systems, May 2005, Available from internet: http://www.efnarc.org/pdf/ SCCGuidelinesMay2005.pdf.
Typ dokumentu
Bibliografia
Identyfikator YADDA
bwmeta1.element.baztech-article-BPZ5-0014-0014
JavaScript jest wyłączony w Twojej przeglądarce internetowej. Włącz go, a następnie odśwież stronę, aby móc w pełni z niej korzystać.