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Dynamic response of RPC-filled steel tubular columns with high load carrying capacity under axial impact loading

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Abstract

Experimental investigation into impact-resistant behavior of reactive powder concrete (RPC)-filled steel tubular columns was conducted, and dynamic response of the columns under axial impact loading was studied by means of numerical simulation method. Increase coefficient of load carrying capacity and ratio of load carrying capacity between steel tube and RPC core of columns were obtained.

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Authors and Affiliations

  1. Beijing Canbao Institute of Architectural Design, Beijing, 100850, China

    Zhimin Tian  (田志敏) & Ping’an Wu  (吴平安)

  2. Institute of Engineering Mechanics, China Earthquake Administration, Harbin, 150080, China

    Zhimin Tian  (田志敏) & Jianwei Jia  (贾建伟)

Authors
  1. Zhimin Tian  (田志敏)
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  2. Ping’an Wu  (吴平安)
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  3. Jianwei Jia  (贾建伟)
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Corresponding author

Correspondence to Zhimin Tian  (田志敏).

Additional information

Supported by National Natural Science Foundation of China(No.50778174).

TIAN Zhimin, born in 1962, male, Dr, researcher.

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Tian, Z., Wu, P. & Jia, J. Dynamic response of RPC-filled steel tubular columns with high load carrying capacity under axial impact loading. Trans. Tianjin Univ. 14, 441–449 (2008). https://doi.org/10.1007/s12209-008-0076-9

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  • DOI: https://doi.org/10.1007/s12209-008-0076-9

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