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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. 2021-04 (Vol.25 No.2)
  4. 10.11112/jksmi.2021.25.2.8
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References

1 
ACI Committee 355.2., (2011), Evaluating the Performance of Post-Installed Mechanical Anchors in ConcreteGoogle Search
2 
ACI Committee 318., (2011), Building Code Requirements For Structural Concrete and CommentaryGoogle Search
3 
ETAG, (2003), GUIDELINE FOR EUROPEAN TECHNICAL APPROVAL OF METAL ANCHORS FOR USEIN CONCRETEGoogle Search
4 
Korean Building and Commentary, (2016), Architectural Institute of KoreaGoogle Search
5 
Hilti, (2019), Anchor Fastening Technical Guide Edition 19, https: //www.hilti.com/medias/sys_master/documents/hd8/h29/9 484912361502/Technical-information-ASSET-DOC-LOC-1543 421Google Search
6 
HILTI,, (2016), Hilti Technical ReportGoogle Search
7 
Lubliner, J., Oliver, J., Oller, S., Oñate, E. (1989), A Plastic-damage Model for Concrete, International Journal of Solids and Structures, 25(3), 299-326., 25(3), 299-326.DOI
8 
Bang. , J. S., Youn. , I. R., Kwon. , Y. S., 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.DOI
9 
Delhomme, F., Pallud, B., Rouane, N. (2018), Tightening Torque Influence on Pullout Behavior of Post-installed Expansion Anchors, KSCE Journal of Civil Engineering, 22(10), 3931-3939.DOI
10 
Chen, Z., Nassiri, S., Lamanna, A., Cofer, W. (2020), Investi- gation of Pull-Through and Pullout Failure Modes of Torque -Controlled Expansion Anchors, ACI Structural Journal, 117(1)DOI
11 
Gontarz, J., Podgórski, J. (2019), Analysis of Crack Propagation in a “Pull-out” Test, Studia Geotechnica et MechanicaDOI
12 
Tsavdaridis, K. D., Shaheen, M. A., Baniotopoulos, C., Salem, E. (2016), Analytical Approach of Anchor Rod Stiffness and Steel Base Plate Calculation Under Tension, In Structures, 5, 207-218.DOI
13 
Mahrenholtz, P., Eligehausen, R. (2015), Post-installed Concrete Anchors in Nuclear Power Plants: Performance and Qualification, Nuclear Engineering and Design, 287, 48-56.DOI
14 
Karmazínová, M., Melcher, J., Kala, Z. (2009), Design of Expansion Anchors to Concrete Based on Results of Experimental Verification, Advanced Steel Construction, 5(4), 390-405.Google Search
15 
Kim, J. S., Jung, W. Y., Kwon, M. H., Ju, B. S. (2013), Performance Evaluation of the Post-installed Anchor for Sign Structure in South Korea, Construction and Building Materials, 44, 496-506.DOI
16 
KCI, (2018), Anchor Design Method and Sample for ConcreteGoogle Search
17 
Hur., M. W., Chae., K. H., An., Y. S., Park., T. W. (2019), An Performance Evaluation of Post-installed Anchor according to the Effective Embedment Length, Journal of the Korean Institute of Educational Facilities, 131(7), 19-25.DOI