173
Views
4
CrossRef citations to date
0
Altmetric
Articles

A simple and practical model for FRP-reinforced cracked beam

, , , &
Pages 293-306 | Received 23 May 2013, Accepted 04 Nov 2013, Published online: 28 Nov 2013

References

  • Anderson, T. L. (1991). Fracture mechanics fundamental and application. Boca Raton, FL: CRC Press.
  • Bažant, Z. P. (1984). Size effect in blunt fracture: Concrete, rock, metal. Journal of Engineering Mechanics, 110, 518–535. doi:10.1061/(ASCE)0733-9399(1984)110:4(518)
  • Bažant, Z. P., & Oh, B. H. (1983). Crack band theory for fracture of concrete. Material and Structures, RILEM, 16, 155–177. doi:10.1007/BF02486267
  • Esfahani, M. R. (2007). Fracture mechanics of concrete. Tehran: Tehran Polytechnic Press.
  • Gerstle, W. M., & Xie, M. (1992). FEM modeling of fictitious crack propagation in concrete. Journal of Engineering Mechanics, 118, 416–434. doi:10.1061/(ASCE)0733-9399(1992)118:2(416)
  • Hillerborg, A., Modéer, M., & Petersson, P.-E. (1976). Analysis of crack formation and crack growth in concrete by means of fracture mechanics and finite elements. Cement and Concrete Research, 6, 773–781. doi:10.1016/0008-8846(76)90007-7
  • Ingraffea, A. R., Gerstk, W. H., Gergely, P., & Saouma, V. (1984). Fracture mechanics of bond in reinforced concrete. Journal of Structural Engineering, 110, 871–890. doi:10.1061/(ASCE)0733-9445(1984)110:4(871)
  • Jenq, Y. S., & Shah, S. P. (1985). Two parameter fracture model for concrete. Journal of Engineering Mechanics, 111, 1227–1241. doi:10.1061/(ASCE)0733-9399(1985)111:10(1227)
  • Kaplan, M. E. (1961). Crack propagation and the fracture concrete. ACI Journal, 58, 591–610.
  • Kumar, S., & Barai, S. V. (2011). Concrete fracture models and applications. Berlin: Springer.
  • Lee, J. H., Chacko, R. M., & Lopez, M. M. (2010). Use of mixed-mode fracture interfaces for the modeling of large-scale FRP-strengthened beams. Journal of Composites for Construction, 14, 845–855. doi:10.1061/(ASCE)CC.1943-5614.0000143
  • Nakaba, K., Kanakubo, T., Furuta, T., & Yoshizawa, H. (2001). Bond behavior between fiber reinforced polymer laminates and concrete. ACI Structural Journal, 98, 359–367.
  • Nallathambi, P., & Karihaloo, B. L. (1986). Determination of specimen-size independent fracture toughness of plain concrete. Magazine of Concrete Research, 38, 67–76.
  • Petersson, P. E. (1981). Crack growth and development of fracture zone in plain concrete and similar materials ( Report TVBM-1006). Lund: Division of Building Materials, Lund Institute of Technology.
  • Raju, I. S. (1987). Calculation of strain-energy release rates with higher order and singular finite elements. Engineering Fracture Mechanics, 28, 251–274.
  • Rots, J., & de Borst, R. (1987). Analysis of mixed‐mode fracture in concrete. Journal of Engineering Mechanics, 113, 1739–1758. doi:10.1061/(ASCE)0733-9399(1987)113:11(1739)
  • Rybicki, E. F., & Kanninen, M. F. (1977). A finite element calculation of stress intensity factors by a modified crack closure integral. Engineering Fracture Mechanics, 9, 931–938. doi:10.1016/0013-7944(77)90013-3
  • Shi, Z. (2009). Crack analysis in structural concrete, theory and application. Burlington, VT: Butterworth-Heinemann.
  • Taylor, R. L. (2009). FEAPpv source, a finite element analysis program, personal version. Berkeley, CA: University of California.
  • Hosseini-Toudeshky, H., Hosseini, S., & Mohammadi, B. (2010). Progressive delamination growth analysis using discontinuous layered element. Composite Structures, 92, 883–890. doi:10.1016/j.compstruct.2009.09.028
  • Wu, Z., & Bailey, C. (2005). Fracture resistance of a cracked concrete beam post-strengthened with FRP sheets. International Journal of Fracture, 135, 35–49. doi:10.1007/s10704-005-3468-z
  • Wu, Z. J., & Davies, J. M. (2003). Mechanical analysis of a cracked beam reinforced with an external FRP plate. Composite Structures, 62, 139–143. doi:10.1016/S0263-8223(03)00108-9
  • Wu, Z., Yang, S., & Wu, Y. (2008). An analytical method for three-point bending notched beam strengthened with CFRP sheet. Zurich, Switzerland: Fourth International Conference on FRP Composites in Civil Engineering.
  • Wu, Z., Yang, S., Hu, X., Zheng, J., Fan, X., & Shan, J. (2010). Analytical solution for fracture analysis of CFRP sheet–strengthened cracked concrete beams. Journal of Engineering Mechanics, 136, 1202–1219. doi:10.1061/(ASCE)EM.1943-7889.0000157
  • Wu, Z., Rong, H., Zheng, J., Xu, F., Dong, W. (2011). An experimental investigation on the FPZ properties in concrete using digital image correlation technique. Engineering Fracture Mechanics, 78, 2978–2990. doi10.1016/j.engfracmech.2011.08.016
  • Xie, D., & Biggers, S. (2006). Progressive crack growth analysis using interface element based on the virtual crack closure technique. Finite Elements in Analysis and Design, 42, 977–984. doi:10.1016/j.finel.2006.03.007
  • Xie, M., & Gerstle, W. (1995). Energy-based cohesive crack propagation modeling. Journal of Engineering Mechanics, 121, 1349–1358. doi:10.1061/(ASCE)0733-9399(1995)121:12(1349)
  • Xie, D., Salvi, A., Sun, C., Waas, A., & Caliskan, A. (2006). Discrete cohesive zone model to simulate static fracture in 2D triaxially braided carbon fiber composites. Journal of Composite Materials, 40, 2025–2046. doi:10.1177/0021998306061320
  • Xie, D., & Waas, A. (2006). Discrete cohesive zone model for mixed-mode fracture using finite element analysis. Engineering Fracture Mechanics, 73, 1783–1796. doi:10.1016/j.engfracmech.2006.03.006
  • Xu, S. L., & Reinhardt, H. W (1998). Crack extension resistance and fracture properties of quasi-brittle softening materials like concrete based on the complete process of fracture. International Journal of Fracture, 92, 71–99. doi:10.1023/A:1007553012684
  • Xu, S., & Reinhardt, H. W. (1999). Determination of double-K criterion for crack propagation in quasi-brittle materials. Part I: Experimental investigation of crack propagation. International Journal of Fracture, 98, 111–149. doi:10.1023/A:1018668929989
  • Xu, F., Wu, Z., Zheng, J., Zhao, Y., & Liu, K. (2011). Crack extension resistance curve of concrete considering variation of FPZ length. Journal of Materials in Civil Engineering, 23, 703–710. doi:10.1061/(ASCE)MT.1943-5533.0000207
  • Xu, S., & Zhang, X. (2008). Determination of fracture parameters for crack propagation in concrete using an energy approach. Engineering Fracture Mechanics, 75, 4292–4308. doi:10.1016/j.engfracmech.2008.04.022
  • Yang, Z. J., & Liu, G. (2008). Towards fully automatic modelling of the fracture process in quasi-brittle and ductile materials: A unified crack growth criterion. Journal of Zhejiang University Science, 9, 1862–1775.
  • Zhang, D., & Wu, K. (1999). Fracture process zone of notched three-point-bending concrete beams. Cement and Concrete Research, 29, 1887–1892. doi:10.1016/S0008-8846(99)00186-6

Reprints and Corporate Permissions

Please note: Selecting permissions does not provide access to the full text of the article, please see our help page How do I view content?

To request a reprint or corporate permissions for this article, please click on the relevant link below:

Academic Permissions

Please note: Selecting permissions does not provide access to the full text of the article, please see our help page How do I view content?

Obtain permissions instantly via Rightslink by clicking on the button below:

If you are unable to obtain permissions via Rightslink, please complete and submit this Permissions form. For more information, please visit our Permissions help page.