在水工混凝土长期施工过程中,冻胀是导致混凝土裂缝产生和发展的因素之一.本文在前人研究基础之上,通过分析混凝土冻融特性,提出了随龄期变化的力学特性模型,并利用三维有限元仿真计算程序,对混凝土施工期可能产生的冻融破坏过程进行数值模拟,计算结果与实际冻胀开裂规律一致,故该研究可为工程施工过程设计提供理论依据.%During the long construction of hydraulic concrete, frost heave is one of the key factors which can result in concrete crack .Based on the previous studies and the analysis on freeze-thaw characteristics of concrete, new models for predicting elasticity coefficient and tensile strength with changes of age and freezing times were proposed. With the application of the 3-d finite element program, the process of frost heave damaging of concrete during construction period were simulated. Results showed that the calculated results had a good coincidence with the actual rules of crack. This research provides a useful reference for concrete projects.
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