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[期刊论文]

Compressive mechanical behavior and model of composite elastic-porous metal materials

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author:

Yang, Pei (Yang, Pei.) [1] | Zhou, Tao (Zhou, Tao.) [2] | Jia, Di (Jia, Di.) [3] | Unfold

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EI

Abstract:

This work presents the experimental characterization and theoretical modeling of composite elastic-porous metal materials (C-EPMM). C-EPMM is a novel porous metallic damping material made of wire mesh and wire helix. A series of quasi-static compressive experiments were carried out to investigate the stiffness and energy absorption ability of the C-EPMM with different mass ratios. The experimental results show that the mass ratios can significantly affect the stiffness and loss factor of C-EPMM. To efficiently predict the nonlinear mechanical properties of the C-EPMM a theoretical model of C-EPMM was proposed for the first time, the model was based on the manufacturing process. A comparison between the predicted data and the experimental data was conducted. The results show that the theoretical model can accurately predict the mechanical performance of C-EPMM. The conclusions derived from this work can provide a new method for adjusting the mechanical performance of EPMM in applications. © 2021 The Author(s). Published by IOP Publishing Ltd.

Keyword:

Metals Stiffness Wire

Community:

  • [ 1 ] [Yang, Pei]Naval Research Academy, Beijing; 100161, China
  • [ 2 ] [Zhou, Tao]Naval Research Academy, Beijing; 100161, China
  • [ 3 ] [Jia, Di]Naval Research Academy, Beijing; 100161, China
  • [ 4 ] [Qin, Zhiqiang]School of Mechanical Engineering and Automation, Engineering Research Center for Metal Rubber, Fuzhou University, Fuzhou; 350116, China
  • [ 5 ] [Wu, Yiwan]School of Mechanical Engineering and Automation, Engineering Research Center for Metal Rubber, Fuzhou University, Fuzhou; 350116, China
  • [ 6 ] [Bai, Hongbai]School of Mechanical Engineering and Automation, Engineering Research Center for Metal Rubber, Fuzhou University, Fuzhou; 350116, China

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Source :

Materials Research Express

Year: 2021

Issue: 12

Volume: 8

2 . 0 2 5

JCR@2021

1 . 8 0 0

JCR@2023

ESI HC Threshold:142

JCR Journal Grade:4

CAS Journal Grade:4

Cited Count:

WoS CC Cited Count:

30 Days PV: 0

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