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http://dx.doi.org/10.5762/KAIS.2014.15.4.2469

An Experimental Study on Pullout Characteristics of Post-installed Set Anchor for Concrete under Edge Distance, Anchor Interval and Concrete Strength  

Suth, Ratha (Department of Civil Engineering, Kwandong University)
Yoo, Seung-Woon (Department of Civil Engineering, Kwandong University)
Publication Information
Journal of the Korea Academia-Industrial cooperation Society / v.15, no.4, 2014 , pp. 2469-2475 More about this Journal
Abstract
In 1990s, with the increase of domestic building renovation but also increase the amount of anchor. The 45-degree cone failure theory has been used in concrete anchor bolts design, but the CCD (concrete capacity design) method was adopted as a new design method since 2000. However, the method has some problems because it is based on the experimental results of pre-installed concrete anchor bolts. In this study, the objective is to investigate the effects of anchor edge distance, anchor interval and concrete strength on pullout characteristics of post-installed concrete set anchor embedded in plain concrete.
Keywords
Anchor Interval; Concrete Set Anchor; Concrete Strength; Edge Distance;
Citations & Related Records
Times Cited By KSCI : 4  (Citation Analysis)
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1 Y. M. Park, M. H. Jeon, M. K. Choi, C. H. Kim, "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, vol. 23, No. 4, pp.493-501, August, 2011.   과학기술학회마을
2 F. Werner, E. Rolf, E. B. John, "Concrete Capacity Design(CCD) Approach for Fastening to Concrete," ACI Structural Journal. vol. 92, No. 1, pp.73-94, January, 1995.
3 Korea Concrete Institute, Design Method for Concrete Anchors and Examples, Korea, 2010.
4 S. Y. Kim, and K. S. Kim, "Shear Strength of Anchors installed in Uncracked and Unreinforced Concrete", Conference of Architectural Institute of Korea, vol. 19, No. 9, pp.69-78, September, 2003.
5 H. S. Oh, S. R. Park, "Experimental Verification on the Structural Safety of Cantilever Beam Connected with Post-installed Adhesive Anchor Bolts", Journal of the Korea Concrete Institute, vol. 23, No. 4, pp.529-539, August, 2011. DOI: http://dx.doi.org/10.4334/JKCI.2011.23.4.529   과학기술학회마을   DOI   ScienceOn
6 S. W. Yoo, S. H. Jung, K. S. Kwak, J. H. Lee, "Experimental Study on Pullout Characteristics of Adhesive Anchor", Journal of the Korean Society of Civil Engineering, vol. 26, No. 3, pp. 555-563, May, 2006.
7 K. M. Lee, C. Y. Lee, S. H. Jung, S. W. Choi, "Tensile and Shear Test Method for Post-installed Mechanical Anchors Embedded in Concrete", Journal of the Korea Concrete Institute, vol. 21, No. 1, pp.97-98, 2009.
8 J. B. Jang, and Y. P. Suh, "An Evaluation of Tensile Design Criteria of Cast-In-Place Anchor by Numerical Analysis"Journal of Computational Structural Engineering Institute of Korea, vol. 18, No. 3, pp.303-309, September, 2005.   과학기술학회마을
9 D. U. Choi, K. H. Kim, "State-of-the-Art on Anchoring to Concrete, Mechanical Anchorage and Splices of Reinforcement", Magazine of the Korea Concrete Institute, vol. 17, No. 5, pp. 16-20, September, 2005.   과학기술학회마을
10 J. S. Kim, M. H. Kwon, H. S. Seo, J. H. Park, "Performance Evaluation and Analysis Model for the Post-Installed Anchor", Journal of KOSHAM, vol. 13, No. 2, pp.89-95, April, 2013. DOI: http://dx.doi.org/10.9798/KOSHAM.2013.13.2.089   과학기술학회마을   DOI   ScienceOn