冻融循环作用下GO-RC界面过渡区的微观力学性能
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沈阳建筑大学

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中图分类号:

TU528.57

基金项目:

国家自然科学基金项目(面上项目,重点项目,重大项目)


Micromechanical properties of GO-RC interface transition zone under freeze-thaw cycles
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Affiliation:

Shenyang jianzhu University

Fund Project:

The National Natural Science Foundation of China

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    摘要:

    为了研究冻融循环作用下氧化石墨烯对再生混凝土界面过渡区的影响,利用纳米压痕技术对骨料-新砂浆(AG-NM)和新砂浆-旧砂浆(NM-OM)两个界面过渡区的微观力学性能进行了研究。结果表明:经过100次冻融循环作用后氧化石墨烯再生混凝土(GO-RC)和普通再生混凝土(RC)力学性质均有不同程度下降;而氧化石墨烯在水化过程中的凝结核效应,提高了再生混凝土在各界面过渡区内高密度水化产物的数量,高密度水化硅酸钙(HD C-S-H)的体积分数较普通再生混凝土提高7.02%—14.1%;界面过渡区内弹性模量提高14.79%—17.74%,硬度提高42.11%—60.8%。由混凝土微观和宏观力学性能的联系可知,氧化石墨烯可以改善再生混凝土的微观结构,提高再生混凝土的抗冻性能。

    Abstract:

    In order to study the effect of graphene oxide on the recycled concrete under freeze-thaw cycle, the mechanical properties of the interfacial transition zone of aggregate-new mortar (AG-NM) and new mortar-old mortar (NM-OM) were studied by nano-indentation technique. The results show that the mechanical properties of graphene oxide recycled concrete (GO-RC) and ordinary recycled concrete (RC) decrease in varying degrees after 100 freeze-thaw cycles. Due to the condensation nucleus effect of GO in the hydration process , The number of high strength hydration products is increased in the interfacal transition zone (ITZ).The volume fraction of high density calcium silicate hydrate (HD C-S-H) is 7.02%-14.1% higher than that in the RC.The elastic modulus of GO-RC increased by 14.79% - 17.74% and hardness increased by 42.11%-60.8%, respectively in ITZ. According to the relationship between the microscopic mechanical properties and the macroscopic mechanical properties of concrete, it can be concluded that graphene oxide can enhance the microstructure of the recycled concrete so as to improve the frost resistance .

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  • 收稿日期:2019-06-17
  • 最后修改日期:2019-09-20
  • 录用日期:2019-10-22
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