Abstract

This paper is a continuation of the researches which were carried out by [1-3]. Accordingly, this manuscript proposes analytical analysis of a novel triple skin Concrete Filled Steel Tube (CFST) under the effect of sudden impact. Moreover, this is done by extending the double skinned CFST design and installing a third inner CFST inside the second inner tube to achieve the proposed tri-ple skinned CFST design. Furthermore, the propositions consist of two parts. Where the first proposition is a novel triple skin CFST design under the effect of sudden impact, with first sand-wich layer filled with Ultra High-Performance Fiber Reinforced Concrete (UHPFRC) and second sandwich layer filled with Normal Strength Concrete (NSC). While the second proposition is a novel triple skin CFST under the effect of sudden impact, with first sandwich layer filled with UHPFRC, second sandwich layer filled with NSC and third skin internal tube filled with NSC. It is strongly believed by the author of this manuscript that (1) the first proposition of novel triple skin CFST will increase the impact resistivity of the structural member by 25 to 32% and (2) it is predicted that the second proposition of novel triple skin CFST will boost the efficiency of the structural member under the even of sudden impact by 28 to 36%.

Highlights

  • The first part of this paper discusses the Geometrical properties, material properties, cross sectional dimensions, boundary conditions and impact loading conditions of CFDST and Concrete Filled Triple skinned Steel Tube (CFTST) columns

  • The third part of this manuscript demonstrates an overview of the proposed modifications by [1,2,3]. This is including (1) Concrete Filled Double skin Steel Tubular members under transverse impact load investigation carried out by [19], (2) First Proposed modification by [1,2,3] CFDST with internal carbon steel tube filled with Normal Strength Concrete (NSC), (3) Second proposed modification by [1,2,3] - CFDST with 1st sandwich layer filled with Ultra High-Performance Fiber Reinforced Polymer (UHPFRC) and (4) Third proposed modification by [1,2,3] - CFDST with 1st sandwich layer filled with UHPFRC and internal carbon steel tube filled with NSC

  • The fourth part of this paper will deliberate the author propositions of novel triple skin Concrete Filled Steel Tube (CFST) under the effect of sudden impact. Such as, (a) the first proposition of novel triple skin CFST under the effect of sudden impact - CFTST with 1st sandwich layer filled with UHPFRC and 2nd sandwich layer filled with NSC and (b) the second proposition of novel triple skin CFST under the effect of sudden impact - CFTST with 1st sandwich layer filled with UHPFRC, 2nd sandwich layer filled with NSC and 3rd skin internal tube filled with NSC

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Summary

Research Article

Analytical Investigation on Hybrid Triple Skinned CFST Under the Effect of Sudden Impact. 1(Khalid Abdel Naser Abdel Rahim): Department of Civil Engineering, University of Coimbra, Coimbra, Portugal. How to cite this paper: Naser Abdel Rahim, K. World Journal of Civil Engineering and Architecture, 1(1), 2– 33. Received: November 20, 2021 Accepted: February 12, 2022 Published: February 15, 2022

Introduction
Khalid Abdel Naser Abdel Rahim
FRP Type GFRP Adhesive
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