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http://dx.doi.org/10.11112/jksmi.2014.18.1.040

An Experimental Study on the Pullout Failure Behavior of Post-installed Concrete Set Anchor  

Suth, Ratha (관동대학교 토목공학과)
Yoo, Seung-Woon (관동대학교 토목공학과)
Publication Information
Journal of the Korea institute for structural maintenance and inspection / v.18, no.1, 2014 , pp. 40-47 More about this Journal
Abstract
Recently the use of concrete post-installed set anchors has been increasing because this constructing method is flexible and easy to attach or fix structural members when we repair, reinforce, or remodel structures. Accordingly, designers and builders of Korea depend on foreign design codes since there are no exact domestic anchor design codes that they could credit. The anchor in plain concrete loaded in tensile exhibits various failure modes such as concrete breakout, splitting, steel failure, pull-out and side-face blowout, that depending on the tensile strength of the steel, the strength of concrete, embedment depth, interval, the edge distance and the presence of adjacent anchor. The objective is to investigate the effects of the variations like anchor embedment depth, interval and edge distance on pull-out fracture behavior of post-installed concrete set anchor embedded in plain concrete.
Keywords
Anchor interval; Edge distance; Embedment depth; Post-installed concrete anchor; Pullout failure; Set anchor;
Citations & Related Records
Times Cited By KSCI : 4  (Citation Analysis)
연도 인용수 순위
1 Choi, D. U., and Kil, H. K. (2005), State-of-the-Art on Anchoring to Concrete, Mechanical Anchorage and Splices of Reinforcement, Magazine of the Korea Concrete Institute, 17(5), 16-20 (in Korean).   과학기술학회마을
2 Hwang, Y. S. (2011), A Study on the Fracture Resistance Characteristics of Post-Installed Anchor, Seoul National University of Science and Technology (in Korean).
3 Jang, J. B., and Suh, Y. P. (2005), An Evaluation of Tensile Design Criteria of Cast-In-Place Anchor by Numerical Analysis, Journal of Computational Structural Engineering Institute of Korea, 18(3), 303-309 (in Korean).   과학기술학회마을
4 Kim, S. Y., and Kim, K. S. (2003), Shear Strength of Anchors installed in Uncracked and Unreinforced Concrete, Conference of Architectural Institute of Korea, 19(9), 69-78 (in Korean).   과학기술학회마을
5 Korea Concrete Institute (2010), Design Method for Concrete Anchors and Examples, 2nd Ed., Korea (in Korean).
6 Lee, K. M., Lee, C. Y., Jung, S. H., and Choi, S. W. (2009), Tensile and Shear Test Method for Post-installed Mechanical Anchors Embedded in Concrete, Journal of the Korea Concrete Institute, 21(1), 97-98 (in Korean).
7 Oh, H. S., and Park, S. R. (2011), Experimental Verification on the Structural Safety of Cantilever Beam Connected with Post-installed Adhesive Anchor Bolts, Journal of the Korea Concrete Institute, 23(4), 529-536 (in Korean).   과학기술학회마을   DOI   ScienceOn
8 Park, Y. M., Jeon, M. H., Choi, M. K., and Kim, C. H. (2011), A Study on the Concrete Breakout Capacity Evaluation of Medium-to-Large size CIP Anchor Bolts under Tension Loading, Journal of Korean Society of Steel Construction, 23(4), 493-501 (in Korean).   과학기술학회마을
9 Werner, F., Rolf, E., and John E. B. (1995), Concrete Capacity Design (CCD) Approach for Fastening to Concrete, ACI Structural Journal, 92(1), 73-94.
10 Yoo, S. W., Jung, S. H., Kwak, K. S., and Lee, J. H. (2006), Experimental Study on Pull Out Characteristics of Adhesive Anchor, Journal of the Korean Society of Civil Engineers, 26(3A), 555-565 (in Korean).   과학기술학회마을