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In order to seek the creep change rules of used concrete with two dif~rent mix proportions, the test is carried out in the situation which is similar to that of the creation of concrete C60, and the creep test on the concrete of two different mix proportions is aone under standard lab. Based on creep test of the high performance concrete, the creep degree and the creep coefficient are obtained. By comparing with the wide-adopted models of ACI209 (1997) and CEB- FIP MC90, it is found that the test result is good at its regularity and the research results offer reference to the calculating analysis of the on-the-spot experimental data.

参考文献

[1] Zhou Zhixiang.Advanced Reinforced Concrete Structure[M].北京:中信出版社,2004
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[3] ACI Committee 209.Prediction of Creep, Shrinkage and Temperature Effects in Concrete Structure (ACI 209R)[M].American Concrete Institute,Farmington Hills,Mich,USA,1992:51-93.
[4] CEB Europe International Concrete Committee;the Planning Branch of China Academic Architectural Study.CET-FIP Model Rules of 1990 ( Concrete Structure )[M].,1991
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[7] Rasko P Ojdrovic;Mehdi S Zarghamee.Concrete Creep and Shrinkage Prediction from Short-Term Tests[J].ACI Materials Journal,1996(93):169-177.
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