材料科学
抗弯强度
复合材料
开裂
数字图像相关
偏转(物理)
三点弯曲试验
结构工程
物理
光学
工程类
作者
Renjuan Sun,Lebing Han,Hongzhi Zhang,Zhi Ge,Yanhua Guan,Yifeng Ling,Erik Schlangen,Branko Šavija
标识
DOI:10.1016/j.conbuildmat.2022.127465
摘要
This paper presents a study on cracking characterization of engineered cementitious composites (ECC) under flexural cyclic load using digital image correlation (DIC) technique. Five stress levels, namely 0.65, 0.75, 0.8, 0.85 and 0.9 of the flexural strength, were applied. Strain map at the side surface was obtained by DIC and used to drive evolution of the midspan deflection, damage pattern, maximum crack width, number of cracks, and crack width distribution with respect to the normalized number of cycles. The stress level was found to have a significant influence on the cracking behavior of ECC under flexural cyclic load. Regardless of the applied stress level, most of the crack widths are in the range between 20 and 80 μm. In the end, a two-dimension Gauss function was used to correlate the crack width distribution with normalized number of cycle and shows satisfactory results.
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