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author:

Wen, Yanbo (Wen, Yanbo.) [1] | Lai, Zhichao (Lai, Zhichao.) [2] | Ma, Jiajia (Ma, Jiajia.) [3] | Liu, Huan (Liu, Huan.) [4] | Wang, Yin (Wang, Yin.) [5] | Chi, Hui (Chi, Hui.) [6] | Huang, Ruiyuan (Huang, Ruiyuan.) [7]

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Abstract:

This study experimentally and numerically investigated the dynamic response of high-density rigid polyurethane foam (RPUF). Firstly, drop-weight tests were conducted under three impact velocities, 2.42 m/s, 3.43 m/s, and 4.85 m/s. Test results showed that the dent depth and absorbed energy rise as impact velocity increases. Then the constitutive model for high-density RPUF based on an ideal elastoplastic constitutive model is proposed based on the measured mechanical properties, including quasi-static uniaxial compression tests, quasi-static uniaxial tensile tests, triaxial confining pressure tests, and split-Hopkinson pressure bar tests. Finally, the numerical simulation of the drop-weight tests was conducted. It was shown that the proposed dynamic constitutive model can accurately describe the dynamic performance of a high-density RPUF subjected to impact loading. © 2023 Elsevier Ltd

Keyword:

Compression testing Constitutive models Density (specific gravity) Drops Dynamics Numerical models Polyurethanes Rigid foamed plastics Tensile testing

Community:

  • [ 1 ] [Wen, Yanbo]College of Civil Engineering, Fuzhou University, Fuzhou; 350116, China
  • [ 2 ] [Lai, Zhichao]College of Civil Engineering, Fuzhou University, Fuzhou; 350116, China
  • [ 3 ] [Ma, Jiajia]Northwest Institute of Mechanical and Electrical Engineering, Xianyang; 712099, China
  • [ 4 ] [Liu, Huan]Northwest Institute of Mechanical and Electrical Engineering, Xianyang; 712099, China
  • [ 5 ] [Wang, Yin]College of Civil Engineering, Fuzhou University, Fuzhou; 350116, China
  • [ 6 ] [Chi, Hui]Research Institution of Chemical Defense, Academy of Military Sciences, Beijing; 102205, China
  • [ 7 ] [Huang, Ruiyuan]College of Civil Engineering, Fuzhou University, Fuzhou; 350116, China

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Construction and Building Materials

ISSN: 0950-0618

Year: 2023

Volume: 387

7 . 4

JCR@2023

7 . 4 0 0

JCR@2023

ESI HC Threshold:49

JCR Journal Grade:1

CAS Journal Grade:1

Cited Count:

WoS CC Cited Count: 0

SCOPUS Cited Count: 3

ESI Highly Cited Papers on the List: 0 Unfold All

WanFang Cited Count:

Chinese Cited Count:

30 Days PV: 1

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