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contributor authorYu Zhu
contributor authorZhao Cai Zhang
contributor authorYan Yao
contributor authorXue Mao Guan
contributor authorYing Zi Yang
date accessioned2017-12-30T12:58:08Z
date available2017-12-30T12:58:08Z
date issued2016
identifier other%28ASCE%29MT.1943-5533.0001533.pdf
identifier urihttp://138.201.223.254:8080/yetl1/handle/yetl/4243995
description abstractIn this paper, self-healed cracks of engineered cementitious composites (ECC) are observed by optical microscope and scanning electron microscopy, and self-healing products of ECC are analyzed by X-ray diffraction technology. Meanwhile, the reasons for property differences between origin ECC and self-healed ECC with different crack structures exposed to freeze–thaw in water and deicing salt, respectively, are discussed. ECC specimens with a water–binder ratio of 0.25 with 50% fly ash are studied. The experimental results show that the white self-healing products and other chemical composites similar to the color of ECC matrix are present on the surface of self-healed cracks. The self-healing materials of ECC include kinds of hydration/carbonation products and some chemical compounds penetrating into ECC matrix from self-healing environments. Additionally, the differences in self-healing products and hydration products of binder, self-healing extent, damaged polyvinyl alcohol fiber, weak interface bonding, and microcracks could obviously influence the value variation of first cracking stress, ultrasonic pulse viscosity, and absorption coefficient of self-healed specimens.
publisherAmerican Society of Civil Engineers
titleAnalysis of Crack Microstructure, Self-Healing Products, and Degree of Self-Healing in Engineered Cementitious Composites
typeJournal Paper
journal volume28
journal issue6
journal titleJournal of Materials in Civil Engineering
identifier doi10.1061/(ASCE)MT.1943-5533.0001533
page04016017
treeJournal of Materials in Civil Engineering:;2016:;Volume ( 028 ):;issue: 006
contenttypeFulltext


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