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논문 기본 정보

자료유형
학술저널
저자정보
Marco Bonopera (National Center for Research on Earthquake Engineering) Kuo-Chun Chang (National Taiwan University) Chun-Chung Chen (National Center for Research on Earthquake Engineering) Yu-Chi Sung (National Center for Research on Earthquake Enginee) Nerio Tullini (University of Ferrara)
저널정보
국제구조공학회 Structural Engineering and Mechanics, An Int'l Journal Structural Engineering and Mechanics, An Int'l Journal Vol.67 No.3
발행연도
2018.1
수록면
255 - 265 (11page)

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The prestress force effect on the fundamental frequency and deflection shape of Prestressed Concrete I (PCI) beams was studied in this paper. Currently, due to the conflicts among existing theories, the analytical solution for properly considering the structural behavior of these prestressed members is not clear. A series of experiments were conducted on a large-scale PCI beam of high strength concrete with an eccentric straight unbonded tendon. Specifically, the simply supported PCI beam was subjected to free vibration and three-point bending tests with different prestress forces. Subsequently, the experimental data were compared with analytical results based on the Euler-Bernoulli beam theory. It was proved that the fundamental frequency of PCI beams is unaffected by the increasing applied prestress force, if the variation of the initial elastic modulus of concrete with time is considered. Vice versa, the relationship between the deflection shape and prestress force is well described by the magnification factor formula of the compression-softening theory assuming the secant elastic modulus.

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