Experimental Study on the Impact Resistance of Closed-Cell Aluminum Foam Protective Materials to RC Piers under Lateral Impact

Author:

Zhou Xiwu1ORCID,Zhang Wen1ORCID,Wang Xiangyu2ORCID,Zhang Wenchao3ORCID,Zhan Meng4ORCID

Affiliation:

1. School of Transportation and Civil Engineering & Architecture, Foshan University, Foshan, China

2. College of Civil Engineering and Architecture, Guangxi University, Nanning, China

3. Bridge Engineering Department of Tongji University, Tongji University, Shanghai, China

4. College of Architecture Engineering, Huang Huai University, Zhumadian, China

Abstract

In this study, the lateral impact tests of six RC piers which were protected by closed-cell aluminum foam (CCAF) were carried out by making use of an ultrahigh drop hammer horizontal impact test system. The protective effects of CCAF with different densities on the piers were then analyzed. The data regarding the piers’ impact force, displacement, reinforcement strain, and crack and damage development were mainly collected during the experimental testing processes. The results indicated that, when the impact energy was less than 7258 J and the density of the CCAF was 0.45 g/cm3, the cumulative impact force and displacements of the piers decreased by 67% and 35%, respectively. Therefore, it was considered that the CCAF with a density of 0.45 g/cm3 had displayed the best protective effects at that stage. It was also observed that when the impact energy was greater than 7258 J and the density of the CCAF was 0.55 g/cm3, the cumulative impact force and displacements of the piers decreased by 25% and 18%, respectively. Therefore, the CCAF with a density of 0.55 g/cm3 had displayed the best protective effects at that stage. Furthermore, under the conditions of constant accumulative impact energy, the protective effects of CCAF on the piers were observed to be weakened if it entered the densification stage too early and high-yield platforms were formed due to the density levels becoming too high. However, it was found that reasonable density and thickness increases could effectively delay the entry of CCAF into the densification stage, which effectively reduced the shearing effects which occurred when the impact speeds were too high, thereby preventing the shear failure of the piers.

Funder

Department of Education of Guangdong Province

Publisher

Hindawi Limited

Subject

General Engineering,General Materials Science

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