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Information Journal Paper

Title

A NEW METHOD FOR ESTIMATION OF CREEP OF CONCRETE USING SHORT-TERM TESTS UNDER HIGHER TEMPERATURE

Pages

  95-122

Abstract

 In the Present study, attempt will be made to propose a new method for prediction of long-term essential creep of CONCRETE utilizing some short-term creep tests under high temperature. To do so, regarding the similarities between ESSENTIAL CREEP of CONCRETE and creep In viscoelastlc materials, the tlme-temperature equivalence relation in viscoelastlc materials is evaluated for CONCRETE. This relation states that experimental curves of creep at different temperatures fit into a single curve when shifted along the axis of logaritmic time To develop the MODEL, an equation wasjlm developed taking into account the effect of temperatureand the maturity of CONCRETE. Then an appropriate method was proposed for transmissionof the creepcurve of CONCRETEunder aspeclflc temperaturetofit in the creep curve of the same CONCRETE under a temperature. The proposed MODEL was verified using existing experimental data which very good agreement was observed.

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    APA: Copy

    MOSTOUFINEZHAD, D., BARANI, O.R., & SAADATPOUR, M.M.. (2004). A NEW METHOD FOR ESTIMATION OF CREEP OF CONCRETE USING SHORT-TERM TESTS UNDER HIGHER TEMPERATURE. ESTEGHLAL, 23(1), 95-122. SID. https://sid.ir/paper/5990/en

    Vancouver: Copy

    MOSTOUFINEZHAD D., BARANI O.R., SAADATPOUR M.M.. A NEW METHOD FOR ESTIMATION OF CREEP OF CONCRETE USING SHORT-TERM TESTS UNDER HIGHER TEMPERATURE. ESTEGHLAL[Internet]. 2004;23(1):95-122. Available from: https://sid.ir/paper/5990/en

    IEEE: Copy

    D. MOSTOUFINEZHAD, O.R. BARANI, and M.M. SAADATPOUR, “A NEW METHOD FOR ESTIMATION OF CREEP OF CONCRETE USING SHORT-TERM TESTS UNDER HIGHER TEMPERATURE,” ESTEGHLAL, vol. 23, no. 1, pp. 95–122, 2004, [Online]. Available: https://sid.ir/paper/5990/en

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