高温作用对应变硬化水泥基复合材料吸水性能及微结构演化特征的影响

Effect of high temperature environment on water absorption and microstructure evolution of strain hardening cementitious composites

  • 摘要: 在高温环境下,应变硬化水泥基复合材料(Strain hardening cementitious composites,SHCC)微结构发生破坏,进而导致其力学与抗渗性能及微结构的劣化。对比研究20℃(常温)、105℃、200℃、400℃、600℃及800℃高温作用后,不同纤维掺量的SHCC试件力学与吸水性能的演化规律,并利用低场核磁共振等技术从微观角度分析了材料宏观性能劣化机制。结果表明:当受热温度由20℃升高至105℃时,试件的动弹性模量有所下降,但抗压强度及抗折强度有所提高。当受热温度升至200℃时,SHCC抗压强度和动弹性模量变化不大,但受热温度高于400℃后,二者均迅速下降;受热温度由105℃升至200℃时,SHCC试件抗折强度显著降低;高于400℃后,抗折强度进一步劣化。纤维掺量对高温作用后的SHCC试件残余力学性能没有明显规律性的影响。另外发现,当受热温度低于200℃时,SHCC毛细吸水性能较差,具有一定的抗毛细入渗性能;400℃以上时,高温损伤能够显著促进SHCC试件的毛细吸水速度和吸水量。低于200℃时,较高纤维掺量的SHCC试件初始毛细吸水系数增加更为迅速,毛细吸水能力更强。加热温度不高于200℃时,SHCC试件的微结构较为密实;超过400℃后,SHCC试件内部纤维熔化、裂纹生成与扩展导致其力学性能显著劣化,毛细吸水性能提高。同时,高温后SHCC试件内部裂纹体积分数随纤维掺量的增加而升高。

     

    Abstract: At high temperature, the microstructure of strain hardening cementitious composites (SHCC) was damaged, which leaded to the deterioration of mechanical properties, impermeability and microstructure. The evolution of mechanical properties and capillary water absorption law of SHCC specimens with different fiber contents exposed to 20℃ (normal temperature), 105℃, 200℃, 400℃, 600℃ and 800℃ were studied, and the degradation mechanism of macroscopic properties of materials was analyzed from the perspective of microstructure by using low-field nuclear magnetic technology. The results show that when the heating temperature increases from 20℃ to 105℃, the dynamic elastic modulus decreases, but the compressive strength and flexural strength increase. When the heating temperature rises to 200℃, the compressive strength and dynamic elastic modulus of SHCC change little, but when the temperature is higher than 400℃, both of them decrease rapidly. When the heating temperature is increased from 105℃ to 200℃, the flexural strength of SHCC specimen decreases significantly, and when the heating temperature is higher than 400℃, the flexural strength further deteriorates. The fiber content has no obvious regular effect on the residual mechanical properties of SHCC specimen after high temperature. In addition, when the heating temperature is lower than 200℃, SHCC has poor capillary water absorption performance and has a certain capillary infiltration resistance. Above 400℃, the high temperature damage can significantly promote the capillary water absorption rate and the water absorption capacity of SHCC specimen. When the temperature is lower than 200℃, the initial capillary water absorption coefficient of SHCC specimen with higher fiber content increases more rapidly, and the capillary water absorption capacity is stronger. The microstructure of SHCC specimen is relatively dense when the heating temperature is lower than 200℃. When the temperature exceeds 400℃, the melting of fibers inside the SHCC specimen and the generation and propagation of cacks lead to significant deterioration of mechanical properties and improvement of capillary water absorption. In the meantime, the volume fraction of cracks in SHCC specimens increases with the increase of fiber content after high temperature.

     

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