Bond Characteristics of PS Strand around the End Zones of High Strength Pretensioned Prestressed Concrete Members

고강도 프리텐션 프리스트레스트 콘크리트 부재 단부 영역에서의 PS 강연선 부착특성 연구

  • 김동백 (한경대학교 토목공학과) ;
  • 김의성 (현대산업개발주식회사 토목설계팀)
  • Published : 2000.09.01

Abstract

The extensive use of pretensioned prestressed concrete in the modem construction industry, together with wider application of pretensioned components for structural purposes requires some important consideration on the adequate transfer of prestress force into the concrete, especially around the end zones of pretensioned member. The main objective of this paper is to study the effects of various important parameters on the bond characteristics of prestressing strand around the end zone of high strength pretensioned concrete members. To this end, a comprehensive experimental program has been set up. The principal test variables considered were strand diameter, concrete strength, concrete cover size. The present study provides valuable test data for the realistic and accurate determination of transfer length, which can be efficiently used for improving the design equation of transfer length in pretensioned prestressed concrete members.

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