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내부충전 콘크리트와 철근으로 보강한 합성 PHC 말뚝의 P-M관계 예측방법

Evaluation of P-M interaction of PHC pile reinforced with infilled concrete and rebar

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한국구조물진단유지관리공학회 (The Korea Institute For Structural Maintenance and Inspection)
초록

The purpose of this study is to evaluate the axial compression(P) - bending moment(M) interaction of PHC pile reinforced with infilled concrete and rebar. A type of 500-80t PHC pile was used for evaluating P-M interaction. From the result, the P-M of PHC pile reinforced with infilled concrete and rebar was evaluated approximately 24% and 64% higher than that of conventional PHC pile respectively.

저자
  • 김윤용(충남대학교 토목공학과) | Kim, Yun Yong
  • 방진욱(충남대학교 토목공학과) | Bang, Jin Wook
  • 현정환(충남대학교 토목공학과) | Hyun, Jung Hwan
  • 이병재(충남대학교 토목공학과) | Lee, Byung Jae
  • 이승수(하경엔지니어링) | Lee, Seung-Soo