CAJ | 학술논문

对现有的高性能混凝土的徐变计算模型进行了探讨和分析。将各种模型的徐变预测情况与实测值进行了比较,结果表明：编号 W1的混凝土徐变要大于编号 W2的混凝土徐变,B3模型理论计算值与试验值吻合较好,研究成果对实际工程中高性能混凝土结构的设计和施工提供了参考依据。
대현유적고성능혼응토적서변계산모형진행료탐토화분석。장각충모형적서변예측정황여실측치진행료비교,결과표명：편호 W1적혼응토서변요대우편호 W2적혼응토서변,B3모형이론계산치여시험치문합교호,연구성과대실제공정중고성능혼응토결구적설계화시공제공료삼고의거。
The existing calculation models of creep of high performance concrete were discussed and ana-lyzed.Forecast models of creep condition were also compared with the measured values.The results show that the concrete creep of W1 is more than W2.The theoretical value of B3 model accord well with experi-mental value and the results of high performance concrete provide the reference to the practical engineering structure design and construction.