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Published on: June 27, 2018
Compressive Properties of Basalt Fibers and Polypropylene Fiber-Reinforced Lightweight Concrete
Shengda Xu1, Kaiyue Yan1, Tao Jiang1
1Merchant Marine College, College of Ocean Science and Engineering, Shanghai Maritime University, Shanghai 201306, China.
High-strength lightweight concrete using basalt fibers significantly enhances structural integrity. Adding 12 mm basalt fibers (BF) increased compressive strength by over 60%, outperforming polypropylene fibers (PPF) and improving ductility.
Area of Science:
- Materials Science
- Civil Engineering
- Structural Engineering
Background:
- Traditional concrete's dead weight limits high-rise construction.
- High-strength lightweight concrete is crucial for modern structures.
- Lightweight concrete's brittleness affects strength and ductility.
Purpose of the Study:
- To develop a three-phase composite lightweight concrete.
- To investigate fiber type, content, and length effects on concrete properties.
- To analyze the compressive mechanism and optimize preparation parameters.
Main Methods:
- Preparation of three-phase composite lightweight concrete using tumbling and molding.
- Investigated influencing factors: GFR-EMS volume, fiber type, content, and length.
- Compression tests to analyze compressive mechanism and mechanical properties.
Main Results:
- Fiber addition significantly increases concrete compressive strength.
- 12 mm basalt fiber (BF) admixture (1.5%) yielded 9.08 MPa, a 62.43% increase.
- BF demonstrated superior performance over polypropylene fiber (PPF) in enhancing mechanical properties.
Conclusions:
- Fibers mitigate pore defects and form network structures, enhancing matrix-aggregate bonding.
- Basalt fibers are more effective than polypropylene fibers for improving lightweight concrete mechanical properties.
- Optimized preparation parameters provide insights for developing advanced lightweight concrete.
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