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 in:	Transactions of Tianjin University Vol. 14; no. 6; pp. 441 - 449
Main Authors:	Tian, Zhimin, Wu, Ping’an, Jia, Jianwei
Format:	Journal Article
Language:	English
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
Online Access:	Get full text
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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