High velocity impact responses of engineered cementitious composite panels

Y. X. Zhang; Khin T. Soe; L. C. Zhang

doi:10.3850/978-981-07-5354-2-M-7-75

High velocity impact responses of engineered cementitious composite panels

Y. X. Zhang, Khin T. Soe, L. C. Zhang

University of New South Wales

Research output: Chapter in Book / Conference Paper › Conference Paper › peer-review

Abstract

In this paper, the experimental investigation of impact responses of panels made of a hybrid fiber engineered cementitous composite (ECC) subjected to small hard head steel projectile impact with the impact velocity in the range of 300 m/s and 540 m/s is reported. The hybrid fiber ECC contains 0.58% volume steel fibres and 1.75% volume low modulus polyvinyl-alcohol (PVA) fibres. The constituents of the ECC mix and its material characteristics are introduced briefly in this paper. Impact test results of concrete panels made of conventional concrete are also reported for comparison of the impact resistance capability. The post failure modes of the panels and the damage parameters after impact were analyzed and compared. The test results demonstrate significantly improved impact and shatter resistance of the new hybrid- ECC mix with reduced spalling and fragmentation, localized damage areas, and improved cracking resistance with distributed microcracking.

Original language	English
Title of host publication	ISEC 2013 - 7th International Structural Engineering and Construction Conference
Subtitle of host publication	New Developments in Structural Engineering and Construction
Editors	Siamak Yazdani, Amarjit Singh
Publisher	Research Publishing Services
Pages	755-759
Number of pages	5
ISBN (Electronic)	9810753551, 9789810753559
DOIs	https://doi.org/10.3850/978-981-07-5354-2-M-7-75
Publication status	Published - 2013
Externally published	Yes
Event	7th International Structural Engineering and Construction Conference: New Developments in Structural Engineering and Construction, ISEC 2013 - Honolulu, United States Duration: 18 Jun 2013 → 23 Jun 2013

Publication series

Name	ISEC 2013 - 7th International Structural Engineering and Construction Conference: New Developments in Structural Engineering and Construction

Conference

Conference	7th International Structural Engineering and Construction Conference: New Developments in Structural Engineering and Construction, ISEC 2013
Country/Territory	United States
City	Honolulu
Period	18/06/13 → 23/06/13

Bibliographical note

Publisher Copyright:
Copyright © 2013 by Research Publishing Services.

Keywords

ECC
Hybrid-fiber
Impact
Microcracking
Panel
PVA

Access to Document

10.3850/978-981-07-5354-2-M-7-75

Cite this

Zhang, Y. X., Soe, K. T., & Zhang, L. C. (2013). High velocity impact responses of engineered cementitious composite panels. In S. Yazdani, & A. Singh (Eds.), ISEC 2013 - 7th International Structural Engineering and Construction Conference: New Developments in Structural Engineering and Construction (pp. 755-759). (ISEC 2013 - 7th International Structural Engineering and Construction Conference: New Developments in Structural Engineering and Construction). Research Publishing Services. https://doi.org/10.3850/978-981-07-5354-2-M-7-75

Zhang, Y. X. ; Soe, Khin T. ; Zhang, L. C. / High velocity impact responses of engineered cementitious composite panels. ISEC 2013 - 7th International Structural Engineering and Construction Conference: New Developments in Structural Engineering and Construction. editor / Siamak Yazdani ; Amarjit Singh. Research Publishing Services, 2013. pp. 755-759 (ISEC 2013 - 7th International Structural Engineering and Construction Conference: New Developments in Structural Engineering and Construction).

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title = "High velocity impact responses of engineered cementitious composite panels",

abstract = "In this paper, the experimental investigation of impact responses of panels made of a hybrid fiber engineered cementitous composite (ECC) subjected to small hard head steel projectile impact with the impact velocity in the range of 300 m/s and 540 m/s is reported. The hybrid fiber ECC contains 0.58% volume steel fibres and 1.75% volume low modulus polyvinyl-alcohol (PVA) fibres. The constituents of the ECC mix and its material characteristics are introduced briefly in this paper. Impact test results of concrete panels made of conventional concrete are also reported for comparison of the impact resistance capability. The post failure modes of the panels and the damage parameters after impact were analyzed and compared. The test results demonstrate significantly improved impact and shatter resistance of the new hybrid- ECC mix with reduced spalling and fragmentation, localized damage areas, and improved cracking resistance with distributed microcracking.",

keywords = "ECC, Hybrid-fiber, Impact, Microcracking, Panel, PVA",

author = "Zhang, {Y. X.} and Soe, {Khin T.} and Zhang, {L. C.}",

note = "Publisher Copyright: Copyright {\textcopyright} 2013 by Research Publishing Services.; 7th International Structural Engineering and Construction Conference: New Developments in Structural Engineering and Construction, ISEC 2013 ; Conference date: 18-06-2013 Through 23-06-2013",

year = "2013",

doi = "10.3850/978-981-07-5354-2-M-7-75",

language = "English",

series = "ISEC 2013 - 7th International Structural Engineering and Construction Conference: New Developments in Structural Engineering and Construction",

publisher = "Research Publishing Services",

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booktitle = "ISEC 2013 - 7th International Structural Engineering and Construction Conference",

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Zhang, YX, Soe, KT & Zhang, LC 2013, High velocity impact responses of engineered cementitious composite panels. in S Yazdani & A Singh (eds), ISEC 2013 - 7th International Structural Engineering and Construction Conference: New Developments in Structural Engineering and Construction. ISEC 2013 - 7th International Structural Engineering and Construction Conference: New Developments in Structural Engineering and Construction, Research Publishing Services, pp. 755-759, 7th International Structural Engineering and Construction Conference: New Developments in Structural Engineering and Construction, ISEC 2013, Honolulu, United States, 18/06/13. https://doi.org/10.3850/978-981-07-5354-2-M-7-75

High velocity impact responses of engineered cementitious composite panels. / Zhang, Y. X.; Soe, Khin T.; Zhang, L. C.
ISEC 2013 - 7th International Structural Engineering and Construction Conference: New Developments in Structural Engineering and Construction. ed. / Siamak Yazdani; Amarjit Singh. Research Publishing Services, 2013. p. 755-759 (ISEC 2013 - 7th International Structural Engineering and Construction Conference: New Developments in Structural Engineering and Construction).

Research output: Chapter in Book / Conference Paper › Conference Paper › peer-review

TY - GEN

T1 - High velocity impact responses of engineered cementitious composite panels

AU - Zhang, Y. X.

AU - Soe, Khin T.

AU - Zhang, L. C.

PY - 2013

Y1 - 2013

N2 - In this paper, the experimental investigation of impact responses of panels made of a hybrid fiber engineered cementitous composite (ECC) subjected to small hard head steel projectile impact with the impact velocity in the range of 300 m/s and 540 m/s is reported. The hybrid fiber ECC contains 0.58% volume steel fibres and 1.75% volume low modulus polyvinyl-alcohol (PVA) fibres. The constituents of the ECC mix and its material characteristics are introduced briefly in this paper. Impact test results of concrete panels made of conventional concrete are also reported for comparison of the impact resistance capability. The post failure modes of the panels and the damage parameters after impact were analyzed and compared. The test results demonstrate significantly improved impact and shatter resistance of the new hybrid- ECC mix with reduced spalling and fragmentation, localized damage areas, and improved cracking resistance with distributed microcracking.

AB - In this paper, the experimental investigation of impact responses of panels made of a hybrid fiber engineered cementitous composite (ECC) subjected to small hard head steel projectile impact with the impact velocity in the range of 300 m/s and 540 m/s is reported. The hybrid fiber ECC contains 0.58% volume steel fibres and 1.75% volume low modulus polyvinyl-alcohol (PVA) fibres. The constituents of the ECC mix and its material characteristics are introduced briefly in this paper. Impact test results of concrete panels made of conventional concrete are also reported for comparison of the impact resistance capability. The post failure modes of the panels and the damage parameters after impact were analyzed and compared. The test results demonstrate significantly improved impact and shatter resistance of the new hybrid- ECC mix with reduced spalling and fragmentation, localized damage areas, and improved cracking resistance with distributed microcracking.

KW - ECC

KW - Hybrid-fiber

KW - Impact

KW - Microcracking

KW - Panel

KW - PVA

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U2 - 10.3850/978-981-07-5354-2-M-7-75

DO - 10.3850/978-981-07-5354-2-M-7-75

M3 - Conference Paper

AN - SCOPUS:84923209257

T3 - ISEC 2013 - 7th International Structural Engineering and Construction Conference: New Developments in Structural Engineering and Construction

SP - 755

EP - 759

BT - ISEC 2013 - 7th International Structural Engineering and Construction Conference

A2 - Yazdani, Siamak

A2 - Singh, Amarjit

PB - Research Publishing Services

T2 - 7th International Structural Engineering and Construction Conference: New Developments in Structural Engineering and Construction, ISEC 2013

Y2 - 18 June 2013 through 23 June 2013

ER -

Zhang YX, Soe KT, Zhang LC. High velocity impact responses of engineered cementitious composite panels. In Yazdani S, Singh A, editors, ISEC 2013 - 7th International Structural Engineering and Construction Conference: New Developments in Structural Engineering and Construction. Research Publishing Services. 2013. p. 755-759. (ISEC 2013 - 7th International Structural Engineering and Construction Conference: New Developments in Structural Engineering and Construction). doi: 10.3850/978-981-07-5354-2-M-7-75

High velocity impact responses of engineered cementitious composite panels

Abstract

Publication series

Conference

Bibliographical note

Keywords

Access to Document

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