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논문 기본 정보
- 자료유형
- 학술저널
- 저자정보
- 저널정보
- 국제구조공학회 Structural Engineering and Mechanics, An Int'l Journal Structural Engineering and Mechanics, An Int'l Journal Vol.59 No.2
- 발행연도
- 2016.1
- 수록면
- 243 - 259 (17page)
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초록· 키워드
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This research develops a finite element code for the transient dynamic analysis of tapered fiber reinforced polymer (FRP) poles with hollow circular cross-section and flexible joints used in power transmission lines. The FRP poles are modeled by tapered beam elements and their flexible joints by a rotational spring. To solve the time equations of transient dynamic analysis, precise time integration method is utilized. In order to verify the utilized formulations, a typical jointed FRP pole under step, triangular and sine pulses is analyzed by the developed finite element code and also ANSYS commercial finite element software for comparison. Thereafter, the effect of joint flexibility on its dynamic behavior is investigated. It is observed that by increasing the joint stiffness, the amplitude of the pole tip deflection history decreases, and the time of occurrence of the maximum deflection is earlier.
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참고문헌 (29)
참고문헌 신청
ANSYS / 2007 / ANSYS User’s Manual for rev. 11.0 / ANSYS Inc
S.H. Bae / 2016 / Free and transient responses of linear complex stiffness system by Hilbert transform and convolution integral / Smart Structures and Systems, An International Journal 17(5):753~771
Caracoglia, L. / 2007 / Influence of weather conditions and eccentric aerodynamic loading on the large amplitude aeroelastic vibration of highway tubular poles / Eng. Struct 29(12):3550~3566
Caracoglia, L. / 2007 / Numerical and experimental study of vibration mitigation for highway light poles / Eng. Struct 29(5):821~831
Caracoglia, L. / 2008 / Experimental comparison of the dynamic performance for steel, aluminum and glass-fiber-reinforced-polymer light poles / Eng. Struct 30(4):1113~1123
S.H. Bae / 2016 / Free and transient responses of linear complex stiffness system by Hilbert transform and convolution integral / Smart Structures and Systems, An International Journal 17(5):753~771
Caracoglia, L. / 2007 / Influence of weather conditions and eccentric aerodynamic loading on the large amplitude aeroelastic vibration of highway tubular poles / Eng. Struct 29(12):3550~3566
Caracoglia, L. / 2007 / Numerical and experimental study of vibration mitigation for highway light poles / Eng. Struct 29(5):821~831
Caracoglia, L. / 2008 / Experimental comparison of the dynamic performance for steel, aluminum and glass-fiber-reinforced-polymer light poles / Eng. Struct 30(4):1113~1123
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