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author:

Wen, Y. (Wen, Y..) [1] | Lai, Z. (Lai, Z..) [2] | Ma, J. (Ma, J..) [3] | Liu, H. (Liu, H..) [4] | Wang, Y. (Wang, Y..) [5] | Chi, H. (Chi, H..) [6] | Huang, R. (Huang, R..) [7]

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Scopus

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:

Constitutive model Impact loading Mechanical properties Numerical simulation Rigid polyurethane foam

Community:

  • [ 1 ] [Wen Y.]College of Civil Engineering, Fuzhou University, Fuzhou, 350116, China
  • [ 2 ] [Lai Z.]College of Civil Engineering, Fuzhou University, Fuzhou, 350116, China
  • [ 3 ] [Ma J.]Northwest Institute of Mechanical and Electrical Engineering, Xianyang, 712099, China
  • [ 4 ] [Liu H.]Northwest Institute of Mechanical and Electrical Engineering, Xianyang, 712099, China
  • [ 5 ] [Wang Y.]College of Civil Engineering, Fuzhou University, Fuzhou, 350116, China
  • [ 6 ] [Chi H.]Research Institution of Chemical Defense, Academy of Military Sciences, Beijing, 102205, China
  • [ 7 ] [Huang R.]College of Civil Engineering, Fuzhou University, Fuzhou, 350116, China

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Source :

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:

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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