Determination of fracture energy and fracture toughness of two types of concrete and their interface

References

• Chandra Kishen, J. M., & Subba Rao, P. (2007). Fracture of cold jointed concrete interfaces. Engineering Fracture Mechanics, 74, 122–131.
   Web of Science ®Google Scholar
• Chen, W., Konietzky, H, Tan, X., & Frühwirt, T. (2016). Pre-failure damage analysis for brittle rocks under triaxial compression. Computers and Geotechnics, 74, 45–55.
   Web of Science ®Google Scholar
• Hu, S., Zhang, X., & Xu, S. (2015). Effects of loading rates on concrete double-K fracture parameters. Engineering Fracture Mechanics, 149, 58–73.
   Web of Science ®Google Scholar
• Köksal, F., Şahin, Y., Gencel, O., & Yiğit, İ. (2013). Fracture energy-based optimisation of steel fibre reinforced concretes. Engineering Fracture Mechanics, 107, 29–37.
   Web of Science ®Google Scholar
• Lim, Y. M., Kim, M. K., Shin, S. K., & Li, V. C. (2001). Numerical simulation for quasi-brittle interface fracture in cementitious bi-material system. In de Borst R, Mazars J, Pijaudier-Cabot G, van Mier JGM (Eds.), Proceedings of fourth international conference on fracture mechanics of concrete structures (pp. 73–80). Cachan: Balkema.
   Google Scholar
• RILEM. (1985). 50-FMC committee fracture mechanics of concrete. Materials and Structures, 18(106), 285–290.
   Google Scholar
• RILEM. (1990). TC 89-FMT. Size effect method for determining fracture energy and process zone size of concrete. Materials and Structures, 23, 461–5.
   Google Scholar
• Ruiz, G., Ortega, J. J., Yu, R. C., Xu, S., & Wu, Y. (2016). Effect of size and cohesive assumptions on the double-K fracture parameters of concrete. Engineering Fracture Mechanics, 166, 198–217.
   Web of Science ®Google Scholar
• Shah, S. G., & Kishen, C. (2010a). Fracture behavior of concrete-concrete interface using acoustic emission technique. Engineering Fracture Mechanics, 77, 908–924.
   Web of Science ®Google Scholar
• Shah, S. G., & Kishen, C. (2010b). Nonlinear fracture properties of concrete-concrete interfaces. Mechanics of Materials, 42, 916–931.
   Web of Science ®Google Scholar
• Tayeh, B. A., Abu Bakar, B. H., & Megat Johari, M. A. (2013). Characterization of the interfacial bond between old concrete substrate and ultra high performance fiber concrete repair composite. Materials and Structures, 46, 743–753.
   Web of Science ®Google Scholar
• Teng, S., Liu, Y., & Lim, T. Y. D. (2014). Determination of fracture energy of ultra high strength concrete. Engineering Fracture Mechanics, 131, 602–615.
   Web of Science ®Google Scholar
• Tschegg, E. K., & Stanzl S. E. (1991). Adhesive power measurements of bonds between old and new concrete. Journal of Materials Science, 26, 5189–5194.
   Web of Science ®Google Scholar
• Xu, S., & Reinhardt, H. W. (1999a). Determination of double-K criterion for crack propagation in quasi-brittle materials, Part II: Analytical evaluating and practical measuring methods for three-point bending notched beams. International Journal of Fracture, 98(2), 151–177.
   Web of Science ®Google Scholar
• Xu, S., & Reinhardt, H. W. (1999b). Determination of double-K criterion for crack propagation in quasi-brittle materials, Part III: Compact tension specimens and wedge splitting specimens. International Journal of Fracture, 98(2), 179–193.
   Web of Science ®Google Scholar
• Xu, S., & Reinhardt, H. W. (2000). A simplified method for determining double-K fracture parameters for three-point bending tests. International Journal of Fracture, 104, 181–209.
   Web of Science ®Google Scholar
• Yu, K., Yu, J., Lu, Z., & Chen, Q. (2015). Determination of the softening curve and fracture toughness of high-strength concrete exposed to high temperature. Engineering Fracture Mechanics, 149, 156–169.
   Web of Science ®Google Scholar
• Zhang, X., & Xu, S. (2011). A comparative study on five approaches to evaluate double-K fracture toughness parameters of concrete and size effect analysis. Engineering Fracture Mechanics, 78, 2115–2138.
   Web of Science ®Google Scholar
• Zhu, S., & Cai, C. (2014). Interface damage and its effect on vibrations of slab track under temperature and vehicle dynamic loads. International Journal of Non-Linear Mechanics, 58, 222–232.
   Web of Science ®Google Scholar