Specimen Size Effects and Dynamic Fracture Toughness of Cement-Based Foams
This paper presents the effect of geometrically similar specimen size on the mechanical properties of cement-based foams. The experimental study also investigates fracture-mechanical parameters under flexural impact. A preformed foam was employed to prepare the specimens using a synthetic foaming agent that was known to achieve a stable bubble structure. The cement-based foams were prepared to a cast density of 475 kg/m3 and were examined under compression and flexure. Along with a plain unreinforced mix, polypropylene fiber at a volumetric fraction of 0.2% was used to study the effect of microfiber reinforcement. The tested specimens scaled between one to four times in dimension. Parameters associated with their dynamic-fracture mechanics were evaluated under flexure with the help of a drop-weight impact tester equipped with a high speed imaging system. Bažant’s size effect model and the multifractal scaling model were employed to describe the size effect. It was seen that when subjected to compression, the fiber-reinforced specimens demonstrate a noticeable size effect, whereas, under quasi-static flexure, the more significant size effect was observed for the plain specimens. As expected, fiber reinforcement improved the ModeI fracture toughness at all sizes.
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Availability:
- Find a library where document is available. Order URL: http://worldcat.org/issn/08991561
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Supplemental Notes:
- Copyright © 2014 American Society of Civil Engineers.
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Authors:
- Mamun, Muhammad
- Bindiganavile, Vivek
- Publication Date: 2014-1
Language
- English
Media Info
- Media Type: Web
- Features: References;
- Pagination: pp 143-151
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Serial:
- Journal of Materials in Civil Engineering
- Volume: 26
- Issue Number: 1
- Publisher: American Society of Civil Engineers
- ISSN: 0899-1561
- EISSN: 1943-5533
- Serial URL: http://ascelibrary.org/journal/jmcee7
Subject/Index Terms
- TRT Terms: Cement; Cracking; Foams; Fracture properties; Mechanical properties; Size; Specimens; Toughness
- Subject Areas: Highways; Materials; I35: Miscellaneous Materials;
Filing Info
- Accession Number: 01501713
- Record Type: Publication
- Files: TRIS, ASCE
- Created Date: Dec 23 2013 7:52AM