Proceedings of the Korea Concrete Institute Conference (한국콘크리트학회:학술대회논문집)
- 1994.04a
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- Pages.19-24
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- 1994
Experimental Study on the Compressive Behavior of Horizontal Joint in Precast Concrete Large Panel Structure
P.C. 대형판 구조의 수평접합부 압축거동에 관한 실험적 연구
Abstract
Four types of horizontal joint were tested to investigate the difference with regards to the compressive behavior and strength. These include wedge-type joints (i)with and (ii)without transverse reinforcement against splitting failure of the panel concrete, and wedge-type joints (iii)with different widths of joint concrete (6cm vs 8cm) and (iv)closed platform joint. It was shown that the compressive strength of wedge-type joint is about 10% higher than that of closed-type (platform) joint. But the effect of transverse reinforcement and joint concrete widths on the strength of the joints turned out be negligible. Also, the moduli of elasticity in panel and joint are compared and the equivalent moduli of the whole wall are derived.
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