2008•天津大学学报：英文版Requires access

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

Wu Ping

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 col-umns were obtained.

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Key concepts: Materials science, Carrying capacity, Structural engineering, Dynamic load testing, Dynamic loading, Composite material, Engineering, Biology