Dynamic Response of RPC-FilIed Steel Tubular Columns with High Load Carrying Capacity Under Axial Impact Loading

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 a...

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Bibliographic Details
Published inTransactions of Tianjin University Vol. 14; no. 6; pp. 441 - 449
Main Author 田志敏 吴平安 贾建伟
Format Journal Article
LanguageEnglish
Published 2008
Subjects
冲击试验
数字模拟
防爆能力
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Summary: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.
Bibliography:impact properties
anti-explosive properties
RPC-filled steel tubular column; impact test; numerical simulation; impact properties; anti-explosive properties
12-1248/T
impact test
TU5
RPC-filled steel tubular column
numerical simulation
ISSN:1006-4982
1995-8196