Experimental Comparative Study on PC Beams Dynamic Performance with Different Adhering form Prepress-Reference-Cited by-同舟云学术

Experimental Comparative Study on PC Beams Dynamic Performance with Different Adhering form Prepress

Published:2012-12 Issue: Volume:256-259 Page:991-994
ISSN:1662-7482
Container-title:Applied Mechanics and Materials
language:
Short-container-title:AMM

Author:

Cheng Shou Yu¹,Yan Dong Jin²,Zhai Jin Ming³,Li Yan Zhao³,Cai Qing Hua³,Xu Guo Xing³

Affiliation:

1. The PLA University of Science and Technology

2. PLA University of Science and Technology

3. PLA

Abstract

By the method of plane charge on the tested beams, this paper studied 5 groups 15 pieces of beams， dynamic performance by 14 times loadings, displayed the deflection waveform curves, measured the bearing ability of beams, analyzed the effects of the deformed performance and the ductility of the test beams with different adhering forms.

Publisher

Trans Tech Publications, Ltd.

Link

https://www.scientific.net/AMM.256-259.991.pdf

Reference3 articles.

1. Saito H, Outagoshi I, Kawase R, et al. Trial design of PC rock-shed with three-layered cushion system[A]. Lok T S. Proceedings of the Asia-Pacific Conference on Shock & Impace Loads on Structures[C]. Singapore: Nanyang Technolgical University Singapore, 1996: 385-392.

2. Nishi H, Matsuoka K G , Sato M, et al. Impact test of PC rock-shed with sand cushion[A]. Lok T S. Proceedings of the Asia-Pacific Conference on Shock & Impace Loads on Structures[C]. Singapore: Nanyang Technolgical University Singapore, 1996: 347-354.

3. Enrin H, Katsuki S , Ishikawa N, et al . Dynamic flexural resistance of prestressed concrete beam [A]. Lok T S . Proceedings of the Asia-Pacific Conference on Shock & Impace Loads on Structures[C]. Singapore: Nanyang Technolgical University Singapore, 1996: 73-80.

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