Fracture Properties of FRC Determined through Inverse Analysis of Wedge Splitting and Three-Point Bending Tests-Reference-Cited by-同舟云学术

Fracture Properties of FRC Determined through Inverse Analysis of Wedge Splitting and Three-Point Bending Tests

Published:2005 Issue:3 Volume:3 Page:423-434
ISSN:1346-8014
Container-title:Journal of Advanced Concrete Technology
language:en
Short-container-title:ACT

Author:

Löfgren Ingemar¹,Stang Henrik²,Olesen John Forbes²

Affiliation:

1. Department of Civil and Environmental Engineering, Chalmers University of Technology, Sweden.

2. Department of Civil Engineering, Technical University of Denmark (DTU), Denmark.

Publisher

Japan Concrete Institute

Subject

General Materials Science,Building and Construction

Link

https://www.jstage.jst.go.jp/article/jact/3/3/3_3_423/_pdf

Reference48 articles.

1. ACI Committee 544. (1988). “Measurement of properties of fiber reinforced concrete.” ACI Materials Journal, 85, 583-593.

2. ASTM C 1018. (1992). “Standard test method for flexural toughness and first crack strength of fiber-reinforced concrete (Using beam with Third-point loading).” ASTM C 1018-92, ASTM Annual Book of Standards, Vol. 04.02, ASTM Philadelphia, U.S.A., 510-516.

3. Barr, B., Gettu, R., Al-Oraimi, S. K. A. and Bryars, L. S. (1996). “Toughness measurement - the need to think again.” Cem. & Concrete Composites, 18, 281-297.

4. Barragán, B. E. (2002). “Failure and toughness of steel fiber reinforced concrete under tension and shear.” Ph.D. Thesis, Universitat Politécnica de Catalunya, Barcelona, Spain.

5. Bolzon, G., Fedele, R. and Maier, G. (2002). “Parameter identification of a cohesive crack model by Kalman filter.&rdquo

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