Mobile QR Code QR CODE : Journal of the Korean Society of Civil Engineers
Title A Study of the Tendon Profile of PSC Continuous Beam Effective to Resist the Negative Bending Moment of the Continuous Inter-Girders
Authors 김의헌(Kim, Eui Hun)
DOI https://doi.org/10.12652/Ksce.2021.41.6.0617
Page pp.617-625
ISSN 10156348
Keywords PSC 거더; 연속텐던; 2차 모멘트; 거더 연속화; 거더 연속부 PSC girder; Continuous tendon; Secondary moment; Continuous method
Abstract In this study, the problems of the continuous method of the domestic improved PSC girder and the bending moment of the continuous tendon were studied. Based on these results, this study proposed a continuous tendon model that is effective to resist the negative bending moment of the inter-girder. This model lowers the anchorage of the continuous tendon as far as possible under the girder, and extends the tendon section arranged under the girder. This method reduces the PS's bending moment in the middle of span, but maximizes them in the inter-girder. This continuous tendon model can be a suitable method for continuity before composite, which requires a higher design bending moment in the inter-girder than in the middle of span.