Dynamic response of RPC-filled 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 Authors Tian, Zhimin, Wu, Ping’an, Jia, Jianwei
Format Journal Article
LanguageEnglish
Published Heidelberg Tianjin University 01.12.2008
Beijing Canbao Institute of Architectural Design, Beijing 100850, China
Institute of Engineering Mechanics, China Earthquake Administration, Harbin 150080, China%Beijing Canbao Institute of Architectural Design, Beijing 100850, China%Institute of Engineering Mechanics, China Earthquake Administration, Harbin 150080, China
Subjects
Engineering
Humanities and Social Sciences
Mechanical Engineering
multidisciplinary
Science
impact properties
anti-explosive properties
RPC-filled steel tubular column
impact test
numerical simulation
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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:ObjectType-Article-2
SourceType-Scholarly Journals-1
ObjectType-Feature-1
content type line 23
ISSN:1006-4982
1995-8196
DOI:10.1007/s12209-008-0076-9