Investigation of Bond between Fiber Reinforced Polymer and Concrete Undergoing Global Mixed Mode I/II Loading

Author:

Wan Baolin1,Sutton Michael A.2,Petrou Michael F.3,Harries Kent A.4,Li Ning5

Affiliation:

1. Assistant Professor, Dept. of Civil and Environmental Engineering, Marquette Univ., Milwaukee, WI 53201. E-mail: baolin.wan@marquette.edu

2. Carolina Distinguished Professor, Dept. of Mechanical Engineering, Univ. of South Carolina, Columbia, SC 29208. E-mail: sutton@engr.sc.edu

3. Associate Professor, Dept. of Civil and Environmental Engineering, Univ. of Cyprus, Nicosia, Cyprus. E-mail: petrou@ucy.ac.cy

4. Assistant Professor, Dept. of Civil and Environmental Engineering, Univ. of Pittsburgh, Pittsburgh, PA 15261. E-mail: kharries@engr.pitt.edu

5. Research Professor, Dept. of Mechanical Engineerning, Univ. of South Carolina, Columbia, SC 20208. E-mail: lini@engr.sc.edu

Publisher

American Society of Civil Engineers (ASCE)

Subject

Mechanical Engineering,Mechanics of Materials

Reference34 articles.

1. Amstutz B.E. Sutton M.A. and Dawicke D.S. ( 1995). “Experimental study of mixed Mode I/II stable crack growth in thin 2024-T3 aluminum.” Fatigue and Fracture Vol. 26; ASTM STP 1256 ASTM West Conshohocken Pa. 256–273.

2. Anderson T.L. ( 1991) Fracture mechanics fundamentals and applications CRC Boca Raton Fla.

3. Ang A.H. and Tang W.H. ( 1975). Probability concepts in engineering planning and design: Volume I—Basic principles Wiley New York.

4. Effect of aggregate volume fraction of the elastic moduli and void ratio of cement-based materials;Cho S. W.;J. Mar. Sci. Technol.,2000

5. Applications of digital-image-correlation techniques to experimental mechanics

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