Journal
CONSTRUCTION AND BUILDING MATERIALS
Volume 220, Issue -, Pages 403-414Publisher
ELSEVIER SCI LTD
DOI: 10.1016/j.conbuildmat.2019.06.029
Keywords
Bamboo cellulosic fibers; Cement based composites; Flexural properties; Impact behaviour; Failure pattern
Categories
Funding
- National Natural Science Foundation of China [51808465]
- Doctoral Foundation of Southwest University of Science and Technology, China [17zx7118]
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The flexural properties and impact resistance of the composites with bamboo cellulosic fiber (BF) weight fractions ranging from 4% to 16% was investigated using a universal testing machine and a full instrumented drop weight impact system, respectively. The effect of addition of BF on the flexural properties and impact resistance of the composites was estimated according to max flexural strength, fracture toughness, the contact force, failure pattern and absorbed energy. On the basis of the above results, the impact behaviour of the specimens with 12 wt% BF was examined from the point of view of the impact energy change, the deformation feedback and the absorbed energy. Additionally, impact damage morphology and extent were analyzed using the digital camera and an industrial microfocus computed tomography (CT) system. The results show that BF reinforced cement based composites have higher fracture toughness and impact energy absorbility, the fracture toughness and absorbed energy of the specimens with 4-16 wt% BF are higher by 2.7-45.9 times and 2-24 times than that of the control specimen, respectively. However, due to fibers agglomeration resulted from fibers addition beyond certain content, max flexural strength and impact resistant of the composites no further increase. Furthermore, the different impact energy leads to the different failure patterns and energy absorption modes: at low impact energy, the main energy absorption modes are the debonding between fiber and the matrix: with the increase of the impact energy, the main energy absorption modes are delamination and BF breakage. (C) 2019 Elsevier Ltd. All rights reserved.
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