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Structural Behavior of RC Beam Strengthened with External Tendons Using Lifting Hole Anchorage System  

Lee, Seok-Hoon (성균관대학교 건설환경시스템공학과)
Hong, Sung-Nam (성균관대학교 건설환경시스템공학과)
Han, Kyoung-Bong (성균관대학교 건설환경시스템공학과)
Park, Sun-Kyu (성균관대학교 건설환경시스템공학과)
Publication Information
Journal of the Korea institute for structural maintenance and inspection / v.12, no.4, 2008 , pp. 98-106 More about this Journal
Abstract
The strengthening in terms of efficiency, easy, economics is very popular method when it is applied to a damaged structures. The purpose of this study develops anchorage system that supports enough strengthening effect without any damage. In addition it is checked whether the method can be conveniently applied to structures. To verify strengthening effect a flexural experiments were performed. Four concrete beams were constructed and tested. Deflections, strains and modes of failure were recorded to examine strengthen of beams. Comparing crack load of each experimental data, yielding load, ultimate load, ductility index, and tendon stress were analyzed.
Keywords
Anchorage system; Ductility index; External post-tension; Lifting hole;
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