Abstract

This study reports an experimental study on mechanical properties of concrete prepared by polyvinyl alcohol (PVA) fibers. Concrete mixtures are prepared under the same proportions, but by addition of different fibers content. Compressive, splitting tensile and directly tensile tests are carried out for concrete. Primary test results show that, the unit water consumption of mixture was increased with the dosage of PVA fibers, but the slump of concrete mixture was decreased. Experimental results show that, the compressive strength and splitting tensile strength are increased very quickly at the early ages (before the age of 28 days). The compressive strength of concrete is decreased with the increasing of fibers content, but the splitting tensile strength of concrete is increased with the increasing of fibers content. The elastic modulus of concrete was decreased with the dosage of PVA fiber, but the limit tensile strain was increased with the dosage of PVA fiber.

Highlights

  • Concrete is developing towards high performance, high strength, high toughness, high durability and good studyability since the Portland cement was invented in 1824, to meet the requirements from engineering (Tongaroonsri and Tangtermsirikul, 2009)

  • Compression tests, splitting tensile tests and directly tensile test are carried out for the polyvinyl alcohol (PVA) fiber reinforced concrete and the mechanical performances are compared for plain concrete prepared by different fibers content

  • The unit water consumption of concrete mixture was increased with the dosage of PVA fibers, and the slump of concrete mixture was decreased with the increasing fibers content

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Summary

Introduction

Concrete is developing towards high performance, high strength, high toughness, high durability and good studyability since the Portland cement was invented in 1824, to meet the requirements from engineering (Tongaroonsri and Tangtermsirikul, 2009). The compressive strength, splitting tensile strength, modulus of elasticity and limit tensile strain of fiber reinforced concrete compared to the plain concrete. The tensile strength of steel fiber was 1230 MPa and the Young’s modulus was 32.6 GPa. Table 1 shows the main characteristics of the PVA fiber used in this study.

Results
Conclusion
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