PSI - Issue 33

A.M. Mirzaei et al. / Procedia Structural Integrity 33 (2021) 982–988 Author name / Structural Integrity Procedia 00 (2019) 000–000

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Muñoz-Reja, M., Cornetti, P., Távara, L., Mantič, V., 2020. Interface crack model using finite fracture mechanics applied to the double pull-push shear test. Int. J. Solids Struct. 188, 56–73. Ren, F.F., Yang, Z.J., Chen, J.F., Chen, W.W., 2010. An analytical analysis of the full-range behaviour of grouted rockbolts based on a tri-linear bond-slip model. Constr. Build. Mater. 24, 361–370. Vaculik, J., Sturm, A.B., Visintin, P., Griffith, M.C., 2018. Modelling FRP-to-substrate joints using the bilinear bond-slip rule with allowance for friction—Full-range analytical solutions for long and short bonded lengths. Int. J. Solids Struct. 135, 245–260. https://doi.org/10.1016/j.ijsolstr.2017.11.024 Volkersen, O., 1938. Die Nietkraftverteilung in zugbeanspruchten Nietverbindungen mit konstanten Laschenquerschnitten. Luftfahrtfor schung 15, 41–47. Yuan, H., Teng, J.G., Seracino, R., Wu, Z.S., Yao, J., 2004. Full-range behavior of FRP-to-concrete bonded joints. Eng. Struct. 26, 553–565.

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