1. Ultrasonic measurement of the elastic properties of ultra-high performance concrete (UHPC)
- Author
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Paul A. Fuchs, Glenn Washer, Ali R. Rezai, and Hamid Ghasemi
- Subjects
Shear modulus ,Toughness ,Materials science ,Compressive strength ,business.industry ,Modulus ,Ultrasonic sensor ,Structural engineering ,Ultra high performance ,Composite material ,business ,Elastic modulus ,Curing (chemistry) - Abstract
This paper discusses research to develop ultrasonic methods for materials characterization of an innovative new material known as Reactive Powder Concrete (RPC). Also known as Ultra-high performance concrete (UHPC), this relatively new material has been proposed for the construction of civil structures. UHPC mix designs typically include no aggregates larger than sand, and include steel fibers 0.2 mm in diameter and 12 mm in length. These steel fibers increase the strength and toughness of the UHPC significantly relative to more traditional concretes. Compressive strengths of 200 to 800 MPa have been achieved with UHPC, compared with maximum compressive strength of 50 to 100 MPa for more traditional concrete materials. Young’s modulus of 50 to 60 GPa are common for UHPC. However, the curing methods employed have a significant influence on the strength and modulus of UHPC. This paper reports on the development of ultrasonic methods for monitoring the elastic properties of UHPC under a series of curing scenarios. Ultrasonic velocity measurements are used to estimate the bulk elastic modulus of UHPC and results are compared with traditional, destructive methods. Measurements of shear moduli and Poisson's ratio based on ultrasonic velocity are also reported. The potential for the development of quality control techniques for the future implementation of UHPC is discussed.
- Published
- 2005
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