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多重劣化机制作用下混凝土的性能和耐久性

DOI: 10.14062/j.issn.0454-5648.2015.10.12

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Abstract:

基于近年来芬兰VTT技术研究中心在混凝土性能和耐久性方面的研究成果,对多重劣化机制共同作用下混凝土耐久性能表现进行了综述。这些研究是建立在30余年来有关混凝土耐久性的研究结果之上,包括15年的现场暴露实验数据,有关混凝土耐久性能是通过实验室加速实验结果和现场暴露实验结果共同评价的。结果显示,实验室的单一因素作用下的混凝土耐久性加速劣化结果与多因素共同作用下的暴露实验和工程现场测试结果有很大的差异。现场测试能够获得较长期的混凝土耐久性结果,这可以用来校准和验证混凝土耐久性和寿命预测模型,并引导继续对多因素共同作用下混凝土的耐久性能进行更全面深入的研究。

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