Journal
CONSTRUCTION AND BUILDING MATERIALS
Volume 259, Issue -, Pages -Publisher
ELSEVIER SCI LTD
DOI: 10.1016/j.conbuildmat.2020.119785
Keywords
Fracture property; Interface fracture; Fracture toughness; Salt freeze-thaw; Nonlinear fracture model; Engineered cementitious composites (ECC)
Categories
Funding
- National Natural Science Foundation of China [51809046, 51808562, 51678149, 51878156]
- Key Program of National Natural Science of China [51739008, 51527811]
- Start-up Funds of DGUT [GC30050229, GC300502-32]
- Guangdong Foundation and Applied Foundation Funds [2019A1515110218, 2018A030313864]
- Dongguan Social Science and Technology Development Fund [2019507140576]
- Guangdong Science and Technology Collaborative Innovation Center for Earthquake Prevention [2018B020207011]
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The work aims at investigating on interface fracture properties and nonlinear fracture model between ECC and concrete under salt freeze-thaw cycles. Based on the interface nonlinear fracture mechanism, a three-parameter nonlinear fracture model was proposed to comprehensive and accurately reflect the degradation law of interface fracture properties under salt freeze-thaw cycles. The experimental results showed that the salt freeze-thaw erosion had a very negative effect on interface fracture properties. Moreover, the occurrence of interface fracture under salt freeze-thaw cycles was affected remarkably by ECC strength grade, and the higher ECC strength always leads to later occurrences of interface fracture. Regardless of cycles, the fracture propagation process of all specimens included three phases: initial crack, stable crack propagation, and instability failure. Moreover, the three phases all occurred at the interface, and the crack did not extend to ECC or concrete substrate. Meanwhile, the fibers bridging effect was very significant at the phases of crack stable propagation and instability failure. Only one kind of wedge-splitting load-crack mouth opening displacement (CMOD) curve was observed. As number of cycles increased, slope of rising section curve and ultimate wedge-splitting loads all gradually decreased, while the CMOD corresponding to ultimate splitting load had little change. The salt freeze-thaw erosion had a very negative effect on three fracture parameters. Moreover, the three fracture parameters all decreased continuously with the increasing number of cycles. (C) 2020 Elsevier Ltd. All rights reserved.
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