>> 自然科学版期刊 >> 2016年05期 >> 正文
硫酸盐环境下水泥基材料多场耦合作用损伤分析
供稿: 殷雨时;范颖芳;刘云雁 时间: 2018-11-14 次数:

作者:殷雨时范颖芳刘云雁

作者单位:大连海事大学道桥所辽宁省交通高等专科学校

摘要:研究水泥基材料在硫酸盐-干湿循环-冻融循环-轴压荷载4劣化因素作用下的劣化过程,并采用环境扫描电镜(SEM)分析混凝土微观结构演变机理。结果表明,与单一硫酸盐侵蚀相比,其余因素均加剧了混凝土的损伤程度;强度越高的混凝土表现出较好的抗侵蚀性能,硫酸盐质量浓度越高,混凝土劣化速度越快,相比物理、化学侵蚀,冻融、荷载作用占据主要侵蚀因素;利用SEM对混凝土内部结构进行观测,发现在干湿交替-硫酸盐环境下,混凝土内部生成的硫酸钠晶体不断填充孔隙,当晶体压力达到混凝土抗拉强度时,混凝土产生裂缝至破坏。

基金:国家自然科学基金资助项目(51178069);

关键词:硫酸盐环境;SEM;干湿循环;冻融循环;多场耦合;微观结构;

DOI:10.16186/j.cnki.1673-9787.2016.05.023

分类号:TU528

Abstract:Cement material is studied in sulfate-dry-wet cycle-freeze-thaw cycle-load under the action of the four factors of degradation process,and using scanning electron microscope(SEM) to observe the microstructure evolution of concrete.The results show that compared with single sulfate erosion,other factors have speeded up the concrete damage.The higher the strength of concrete show a good erosion resistance,sulfate concentration is higher,the faster the degradation of concrete,compared with the physical and chemical erosion,freeze-thaw occupied the main erosion factors.Through SEM observation,it is found under dry-wet cycle-sulfate environment,sodium sulfate crystals generated inside the concrete filling pore,when the crystal pressure reaches tensile strength of concrete,concrete cracks and damages.

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