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Preparation of Aligned Steel Fiber Reinforced Cementitious Composite and Its Flexural Behavior
Published on: June 27, 2018
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A Comprehensive Study on Non-Proprietary Ultra-High-Performance Concrete Containing Supplementary Cementitious
Seyedsaleh Mousavinezhad1, Gregory J Gonzales1, William K Toledo1
1Department of Civil Engineering, New Mexico State University, Las Cruces, NM 88003, USA.
Materials (Basel, Switzerland)
|April 13, 2023
Summary
Researchers explored sustainable alternatives for ultra-high performance concrete (UHPC) by replacing expensive silica fume and uncertain fly ash with ground granulated blast-furnace slag (GGBFS), metakaolin, and pumicite.
Area of Science:
- Materials Science
- Civil Engineering
- Concrete Technology
Background:
- Ultra-high performance concrete (UHPC) offers superior mechanical and durability properties.
- Silica fume, a key component, is costly in North America; fly ash is a common substitute but faces uncertain future availability.
- There is a critical need for cost-effective and sustainable alternatives to silica fume and fly ash in UHPC.
Purpose of the Study:
- To investigate the feasibility of replacing cement, fly ash, and silica fume in UHPC with ground granulated blast-furnace slag (GGBFS), metakaolin, and pumicite.
- To identify acceptable UHPC mixtures meeting specific strength criteria (28-day compressive strength > 120 MPa).
- To evaluate the workability, mechanical properties, and durability of UHPC mixtures incorporating these alternative supplementary cementitious materials (SCMs).
Main Methods:
- UHPC mixtures were designed with varying proportions of GGBFS, metakaolin, and pumicite as replacements for traditional SCMs.
- Standard tests were performed to assess workability, compressive strength, and flexural strength.
- Durability was evaluated through shrinkage, frost resistance, and chloride ion permeability tests (rapid chloride permeability and surface resistivity).
Main Results:
- Acceptable UHPC strengths were achieved with up to 75% fly ash replacement by pumicite, 100% by metakaolin, and 40% by GGBFS.
- All tested mixtures exhibited flexural strengths exceeding 14.20 MPa.
- UHPC mixtures demonstrated excellent durability, with shrinkage strains below 406 μstrain, durability factors above 105, and very low chloride ion permeability.
Conclusions:
- Ground granulated blast-furnace slag (GGBFS), metakaolin, and pumicite are suitable replacements for fly ash and partially for silica fume in non-proprietary UHPC.
- These alternative SCMs enable the production of high-performance concrete with comparable or superior mechanical and durability characteristics.
- The findings support the development of more sustainable and cost-effective UHPC formulations.
Keywords:
Ultra-high performance concretedurabilityfly ashground granulated blast-furnace slagmetakaolinnatural pozzolanMore Related Videos
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