Ultra-high performance concrete targets against high velocity projectile impact – a-state-of-the-art review

•Multiaxial mechanical behaviour and rate sensitivity of UHPC are discussed.•Effects of fibre, coarse aggregate, binder and structural reinforcement on UHPC against HVPI are discussed.•UHPC models, modelling techniques and algorithms are summarized and commented.•Existing empirical formulae and semi...

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Published inInternational journal of impact engineering Vol. 160; p. 104080
Main Authors Liu, Jian, Li, Jun, Fang, Jianguang, Su, Yu, Wu, Chengqing
Format Journal Article
LanguageEnglish
Published Oxford Elsevier Ltd 01.02.2022
Elsevier BV
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Abstract •Multiaxial mechanical behaviour and rate sensitivity of UHPC are discussed.•Effects of fibre, coarse aggregate, binder and structural reinforcement on UHPC against HVPI are discussed.•UHPC models, modelling techniques and algorithms are summarized and commented.•Existing empirical formulae and semi-empirical formulae to predict DOP are examined for UHPC.•Discussions and recommendations for further research in this field are provided. Known for its high mechanical strength and ductility, ultra-high performance concrete (UHPC) emerges as a promising material in civil and military constructions to resist hazardous loads such as high velocity projectile impact (HVPI). Due to its unique material properties, structures built with UHPC perform differently to its counterparts made of conventional concrete under HVPI, and thus the empirical and semi-empirical resistant functions for conventional concrete against HVPI require careful evaluation before application to UHPC structures. This study presents a comprehensive review of the research advances in thick UHPC targets to resist HVPI for projectiles at normal incidence. First, the static and dynamic material properties of UHPC are briefly introduced in comparison to conventional concrete. Second, based on physical tests, key aspects in UHPC design to resist HVPI are reviewed, which include fibre reinforcement, high strength coarse aggregate, alternative binder system as well as structural reinforcement and designs. Third, in a view of the development in material constitutive models under complex dynamic loads and computational techniques, numerical simulations of UHPC under HVPI are reviewed and discussed. Further, empirical and semi-empirical formulae to predict the depth of penetration (DOP) on conventional concrete are collected and evaluated on their suitability for UHPC.
AbstractList •Multiaxial mechanical behaviour and rate sensitivity of UHPC are discussed.•Effects of fibre, coarse aggregate, binder and structural reinforcement on UHPC against HVPI are discussed.•UHPC models, modelling techniques and algorithms are summarized and commented.•Existing empirical formulae and semi-empirical formulae to predict DOP are examined for UHPC.•Discussions and recommendations for further research in this field are provided. Known for its high mechanical strength and ductility, ultra-high performance concrete (UHPC) emerges as a promising material in civil and military constructions to resist hazardous loads such as high velocity projectile impact (HVPI). Due to its unique material properties, structures built with UHPC perform differently to its counterparts made of conventional concrete under HVPI, and thus the empirical and semi-empirical resistant functions for conventional concrete against HVPI require careful evaluation before application to UHPC structures. This study presents a comprehensive review of the research advances in thick UHPC targets to resist HVPI for projectiles at normal incidence. First, the static and dynamic material properties of UHPC are briefly introduced in comparison to conventional concrete. Second, based on physical tests, key aspects in UHPC design to resist HVPI are reviewed, which include fibre reinforcement, high strength coarse aggregate, alternative binder system as well as structural reinforcement and designs. Third, in a view of the development in material constitutive models under complex dynamic loads and computational techniques, numerical simulations of UHPC under HVPI are reviewed and discussed. Further, empirical and semi-empirical formulae to predict the depth of penetration (DOP) on conventional concrete are collected and evaluated on their suitability for UHPC.
Known for its high mechanical strength and ductility, ultra-high performance concrete (UHPC) emerges as a promising material in civil and military constructions to resist hazardous loads such as high velocity projectile impact (HVPI). Due to its unique material properties, structures built with UHPC perform differently to its counterparts made of conventional concrete under HVPI, and thus the empirical and semi-empirical resistant functions for conventional concrete against HVPI require careful evaluation before application to UHPC structures. This study presents a comprehensive review of the research advances in thick UHPC targets to resist HVPI for projectiles at normal incidence. First, the static and dynamic material properties of UHPC are briefly introduced in comparison to conventional concrete. Second, based on physical tests, key aspects in UHPC design to resist HVPI are reviewed, which include fibre reinforcement, high strength coarse aggregate, alternative binder system as well as structural reinforcement and designs. Third, in a view of the development in material constitutive models under complex dynamic loads and computational techniques, numerical simulations of UHPC under HVPI are reviewed and discussed. Further, empirical and semi-empirical formulae to predict the depth of penetration (DOP) on conventional concrete are collected and evaluated on their suitability for UHPC.
ArticleNumber 104080
Author Li, Jun
Liu, Jian
Fang, Jianguang
Wu, Chengqing
Su, Yu
Author_xml – sequence: 1
  givenname: Jian
  surname: Liu
  fullname: Liu, Jian
  email: jian.liu@uts.edu.au
  organization: Protective Structures Centre, School of Civil Engineering, Guangzhou University, Guangzhou 510006, China
– sequence: 2
  givenname: Jun
  surname: Li
  fullname: Li, Jun
  organization: School of Civil and Environmental Engineering, University of Technology Sydney, Ultimo, NSW 2007, Australia
– sequence: 3
  givenname: Jianguang
  surname: Fang
  fullname: Fang, Jianguang
  organization: School of Civil and Environmental Engineering, University of Technology Sydney, Ultimo, NSW 2007, Australia
– sequence: 4
  givenname: Yu
  surname: Su
  fullname: Su, Yu
  organization: Hubei RockTek Limited Company, Daye 435100, China
– sequence: 5
  givenname: Chengqing
  surname: Wu
  fullname: Wu, Chengqing
  email: chengqing.wu@uts.edu.au
  organization: School of Civil and Environmental Engineering, University of Technology Sydney, Ultimo, NSW 2007, Australia
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Thu Apr 24 23:12:49 EDT 2025
Tue Jul 01 03:54:31 EDT 2025
Fri Feb 23 02:46:18 EST 2024
IsPeerReviewed true
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Keywords Numerical simulations
Physical tests
High-velocity projectile impact (HVPI)
Empirical and semi-empirical formulae
Ultra-high performance concrete (UHPC)
Language English
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Snippet •Multiaxial mechanical behaviour and rate sensitivity of UHPC are discussed.•Effects of fibre, coarse aggregate, binder and structural reinforcement on UHPC...
Known for its high mechanical strength and ductility, ultra-high performance concrete (UHPC) emerges as a promising material in civil and military...
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SubjectTerms Concrete
Constitutive models
Dynamic loads
Empirical and semi-empirical formulae
Fiber reinforcement
High-velocity projectile impact (HVPI)
Material properties
Mathematical models
Military engineering
Numerical simulations
Physical tests
Projectiles
State-of-the-art reviews
Ultra high performance concrete
Ultra-high performance concrete (UHPC)
Title Ultra-high performance concrete targets against high velocity projectile impact – a-state-of-the-art review
URI https://dx.doi.org/10.1016/j.ijimpeng.2021.104080
https://www.proquest.com/docview/2622814976
Volume 160
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