Proceedings of the Korea Concrete Institute Conference (한국콘크리트학회:학술대회논문집)
- 2005.11a
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- Pages.391-394
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- 2005
The Experimental Study on Pull-out effct of Rebars embedded in Massive Concrete
매시브한 콘크리트에 매설된 철근의 Pull-out 거동
- Published : 2005.11.01
Abstract
The seismic performance of bridge piers is evaluated in general by displacement terms, which are yielded not only by the member deformation but also by the pull-out of longitudinal bars embedded into foundation concrete. It is, therefore, important to understand the characteristic of pull-out effect in the view of seismic performance. In this study the specimens with different material strengths and diameters of re-bar were tested and the stree-slip were reported.
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