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引用本文:郭伟娜,张鹏,鲍玖文,孙燕群,赵铁军.粉煤灰掺量对应变硬化水泥基复合材料力学性能及损伤特征的影响[J].建筑材料学报,2022,25(6):551-557
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粉煤灰掺量对应变硬化水泥基复合材料力学性能及损伤特征的影响
郭伟娜1,张鹏1,2,鲍玖文1,孙燕群1,赵铁军1,2
1.青岛理工大学 土木工程学院,山东 青岛 266033;2.青岛理工大学 山东省蓝色经济区工程建设与安全协同创新中心,山东 青岛 266033
摘要:
通过单轴拉伸、三点弯曲和抗压强度试验,研究粉煤灰掺量对应变硬化水泥基复合材料(SHCC)力学性能和损伤特征的影响,并利用数字图像相关技术对整个拉伸加载过程进行分析,提出利用开裂面积和分形维数量化SHCC试件的损伤程度,得到SHCC在加载过程中的应变演化和损伤特征.结果表明:随着粉煤灰掺量的增加,SHCC的拉伸强度、抗压强度及抗弯强度均逐渐降低,耗能能力逐渐提高,变形性能得到改善,但损伤程度增加;通过数字图像相关技术获得的应变云图可以直观观测SHCC的应变演化;开裂面积比和分形维数能够有效表征SHCC的损伤程度及开裂复杂性,可作为描述其损伤的度量指标.
关键词:  应变硬化水泥基复合材料  损伤特征  数字图像相关  应变演化  分形维数
DOI:10.3969/j.issn.1007-9629.2022.06.001
分类号:TU528
基金项目:国家自然科学基金资助项目(51922052, 51778309);国家重点研发计划项目(2021YFB2600704);山东省杰出青年基金资助项目(ZR2021JQ17)
Effect of Fly Ash Content on Mechanical Properties and Damage Characteristics of Strain-Hardening Cementitious Composites
GUO Weina1, ZHANG Peng1,2, BAO Jiuwen1, SUN Yanqun1, ZHAO Tiejun1,2
1.College of Civil Engineering, Qingdao University of Technology, Qingdao 266033, China;2.Cooperative Innovation Center of Engineering Construction and Safety in Shandong Blue Economic Zone, Qingdao University of Technology, Qingdao 266033, China
Abstract:
The effect of fly ash content on the mechanical properties and damage characteristics of strain-hardening cementitious composites (SHCC) was studied by uniaxial tensile, three-point bending and compressive strength tests. The whole tensile loading process was analyzed by using digital image correlation techniques. The cracking area and fractal dimension were proposed to quantify the damage degree of SHCC specimens, and the strain evolution and damage characteristics of SHCC during the loading process were obtained. The results show that with the increase of fly ash content, the tensile strength, compressive strength and flexural strength of strain hardening cementitious composites (SHCC) gradually decrease, the energy consumption capacity gradually increases. Its deformation performance is improved, though the damage degree increases. The strain evolution of SHCC can be visualized by the strain cloud map obtained by the digital image correlation technique. The cracking area ratio and fractal dimension can effectively characterize the damage degree and cracking complexity of SHCC, which can be used as measurement indexes to describe its damage.
Key words:  strain-hardening cementitious composite  damage characteristic  digital image correlation  strain evolution  fractal dimension