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Dynamic splitting behavior of ultra-lightweight cement composite with rubber and polyethylene fiber

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Dynamic splitting behavior of ultra-lightweight cement composite with rubber and polyethylene fiber. / Huang, Z.; Pan, W.; Du, S. et al.
In: Construction and Building Materials, Vol. 399, 132577, 05.10.2023.

Research output: Contribution to Journal/MagazineJournal articlepeer-review

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Huang Z, Pan W, Du S, Zhou Y, Ye J. Dynamic splitting behavior of ultra-lightweight cement composite with rubber and polyethylene fiber. Construction and Building Materials. 2023 Oct 5;399:132577. Epub 2023 Jul 22. doi: 10.1016/j.conbuildmat.2023.132577

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Huang, Z. ; Pan, W. ; Du, S. et al. / Dynamic splitting behavior of ultra-lightweight cement composite with rubber and polyethylene fiber. In: Construction and Building Materials. 2023 ; Vol. 399.

Bibtex

@article{89d6607af01e49ed9223321013cc21ba,
title = "Dynamic splitting behavior of ultra-lightweight cement composite with rubber and polyethylene fiber",
abstract = "The incorporation of fiber and rubber into concrete can enhance its tensile strength and impact resistance. In this study, a new rubberized ultra-lightweight high ductility cement composite (RULHDCC) was developed by mixing waste rubber particles and polyethylene (PE) fiber into an ultra-lightweight cement composite (ULCC). Previous studies have demonstrated that the effect of rubber and PE fiber results in satisfying static and dynamic compression performance. This study carried out a series of Split Hopkinson Pressure Bar (SHPB) splitting tests to investigate the impact of rubber and fiber on the tensile strength and splitting behavior of RULHDCC. The results showed that the splitting behavior of RULHDCC was significantly improved due to the synergistic effect of rubber and fiber, without much loss of compressive strength. The tension-Dynamic Increasing Factor (DIF) models are evaluated, and the limitations of the research are highlighted.",
keywords = "ULHDCC, Rubber, Splitting strength, SHPB, ECC",
author = "Z. Huang and W. Pan and S. Du and Y. Zhou and J. Ye",
year = "2023",
month = oct,
day = "5",
doi = "10.1016/j.conbuildmat.2023.132577",
language = "English",
volume = "399",
journal = "Construction and Building Materials",
issn = "0950-0618",
publisher = "Elsevier Ltd",

}

RIS

TY - JOUR

T1 - Dynamic splitting behavior of ultra-lightweight cement composite with rubber and polyethylene fiber

AU - Huang, Z.

AU - Pan, W.

AU - Du, S.

AU - Zhou, Y.

AU - Ye, J.

PY - 2023/10/5

Y1 - 2023/10/5

N2 - The incorporation of fiber and rubber into concrete can enhance its tensile strength and impact resistance. In this study, a new rubberized ultra-lightweight high ductility cement composite (RULHDCC) was developed by mixing waste rubber particles and polyethylene (PE) fiber into an ultra-lightweight cement composite (ULCC). Previous studies have demonstrated that the effect of rubber and PE fiber results in satisfying static and dynamic compression performance. This study carried out a series of Split Hopkinson Pressure Bar (SHPB) splitting tests to investigate the impact of rubber and fiber on the tensile strength and splitting behavior of RULHDCC. The results showed that the splitting behavior of RULHDCC was significantly improved due to the synergistic effect of rubber and fiber, without much loss of compressive strength. The tension-Dynamic Increasing Factor (DIF) models are evaluated, and the limitations of the research are highlighted.

AB - The incorporation of fiber and rubber into concrete can enhance its tensile strength and impact resistance. In this study, a new rubberized ultra-lightweight high ductility cement composite (RULHDCC) was developed by mixing waste rubber particles and polyethylene (PE) fiber into an ultra-lightweight cement composite (ULCC). Previous studies have demonstrated that the effect of rubber and PE fiber results in satisfying static and dynamic compression performance. This study carried out a series of Split Hopkinson Pressure Bar (SHPB) splitting tests to investigate the impact of rubber and fiber on the tensile strength and splitting behavior of RULHDCC. The results showed that the splitting behavior of RULHDCC was significantly improved due to the synergistic effect of rubber and fiber, without much loss of compressive strength. The tension-Dynamic Increasing Factor (DIF) models are evaluated, and the limitations of the research are highlighted.

KW - ULHDCC

KW - Rubber

KW - Splitting strength

KW - SHPB

KW - ECC

U2 - 10.1016/j.conbuildmat.2023.132577

DO - 10.1016/j.conbuildmat.2023.132577

M3 - Journal article

VL - 399

JO - Construction and Building Materials

JF - Construction and Building Materials

SN - 0950-0618

M1 - 132577

ER -