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Journal of the Korea Concrete Institute

J Korea Inst. Struct. Maint. Insp.
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  • Korea Citation Index (KCI)

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  3. 2023-02 (Vol.27 No.1)
  4. 10.11112/jksmi.2023.27.1.64
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References

1 
Hur, M. W., Chae, K. H., An, Y. S., and Park, T. W., (2021), Performance Evaluation of Post-installed Anchor according to Sleeve Length and Header Length, Journal of the Korea Institute for Structural Maintenance and Inspection, 25(2), 8-15 (in Korean).DOI
2 
Bang, J. S., Youn, I. R., Kwon, Y. S., and Yim. H. J., (2020), Nonlinear Tensile Behavior Analysis of Torque-controlled Expansion Anchors Using Finite Element Analysis, Journal of the Korea Institute for Structural Maintenance and Inspection, 24(4), 91-99 (in Korean).DOI
3 
Chen, Z., Nassiri, S., Lamanna, A., and Cofer, W. (2020), Investi- gation of Pull-Through and Pullout Failure Modes of Torque - Controlled Expansion Anchors, ACI Structural Journal, 117(1).DOI
4 
Gontarz, J., and Podgórski, J. (2019), Analysis of crack propagation in a “pull-out” test. Studia Geotechnica et Mechanica.DOI
5 
Delhomme, F., Pallud, B., and Rouane, N. (2018), Tightening Torque Influence on Pullout Behavior of Post-installed Expansion Anchors, KSCE Journal of Civil Engineering, 22(10), 3931-3939.DOI
6 
Tsavdaridis, K. D., Shaheen, M. A., Baniotopoulos, C., and Salem, E., (2016), Analytical approach of anchor rod stiffness and steel base plate calculation under tension, In Structures, 5, 207-218.DOI
7 
Mahrenholtz, P., and Eligehausen, R. (2015), Post-installed concrete anchors in nuclear power plants: Performance and qualification, Nuclear Engineering and Design, 287, 48-56.DOI
8 
KCI, 2018, Anchor design method and sample for concrete.URL