Experimental and numerical study on damage mode of RC slabs under combined blast and fragment loading

•Blast tests were conducted to study the combined loading effects and failure characteristics of two-way RC slabs.•Numerical simulation based on FEM-SPH (finite elements-smoothed particle hydrodynamics) method is in good agreement with experiments.•The effect of the standoff distances on the damage...

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Published inInternational journal of impact engineering Vol. 142; p. 103579
Main Authors Li, Ying, Chen, Zhaoyue, Ren, Xianben, Tao, Ran, Gao, Ruxin, Fang, Daining
Format Journal Article
LanguageEnglish
Published Oxford Elsevier Ltd 01.08.2020
Elsevier BV
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Abstract •Blast tests were conducted to study the combined loading effects and failure characteristics of two-way RC slabs.•Numerical simulation based on FEM-SPH (finite elements-smoothed particle hydrodynamics) method is in good agreement with experiments.•The effect of the standoff distances on the damage of the RC slabs is discussed, and analytical expressions are derived. This paper aims at investigation of failure characteristic of RC slabs under combined blast and fragment loading. With experimental device designed, blast tests were conducted to study the combined loading effects and failure characteristics of two-way RC slabs. Numerical studies based on FEM-SPH (finite elements-smoothed particle hydrodynamics) method were carried out and good agreement was obtained between numerical simulation and the testing results. The validated numerical model is then used to carry out parametric studies on damage classification. It is demonstrated that there was spall damage, penetration, crack and fragment in concrete slabs under combined loading. Besides, both explosive mass and standoff distance have profound effects on RC slab damage.
AbstractList This paper aims at investigation of failure characteristic of RC slabs under combined blast and fragment loading. With experimental device designed, blast tests were conducted to study the combined loading effects and failure characteristics of two-way RC slabs. Numerical studies based on FEM-SPH (finite elements-smoothed particle hydrodynamics) method were carried out and good agreement was obtained between numerical simulation and the testing results. The validated numerical model is then used to carry out parametric studies on damage classification. It is demonstrated that there was spall damage, penetration, crack and fragment in concrete slabs under combined loading. Besides, both explosive mass and standoff distance have profound effects on RC slab damage.
•Blast tests were conducted to study the combined loading effects and failure characteristics of two-way RC slabs.•Numerical simulation based on FEM-SPH (finite elements-smoothed particle hydrodynamics) method is in good agreement with experiments.•The effect of the standoff distances on the damage of the RC slabs is discussed, and analytical expressions are derived. This paper aims at investigation of failure characteristic of RC slabs under combined blast and fragment loading. With experimental device designed, blast tests were conducted to study the combined loading effects and failure characteristics of two-way RC slabs. Numerical studies based on FEM-SPH (finite elements-smoothed particle hydrodynamics) method were carried out and good agreement was obtained between numerical simulation and the testing results. The validated numerical model is then used to carry out parametric studies on damage classification. It is demonstrated that there was spall damage, penetration, crack and fragment in concrete slabs under combined loading. Besides, both explosive mass and standoff distance have profound effects on RC slab damage.
ArticleNumber 103579
Author Chen, Zhaoyue
Ren, Xianben
Li, Ying
Tao, Ran
Fang, Daining
Gao, Ruxin
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  givenname: Daining
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  fullname: Fang, Daining
  organization: State Key Laboratory of Explosion Science and Technology, Beijing Institute of Technology, Beijing 100081, PR China
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Keywords Fragments
Experimental test
Finite elements-smoothed particle hydrodynamics method
Blast loading
RC slabs
Damage mode
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Snippet •Blast tests were conducted to study the combined loading effects and failure characteristics of two-way RC slabs.•Numerical simulation based on FEM-SPH...
This paper aims at investigation of failure characteristic of RC slabs under combined blast and fragment loading. With experimental device designed, blast...
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StartPage 103579
SubjectTerms Blast loading
Combined loading
Computational fluid dynamics
Computer simulation
Concrete slabs
Damage
Damage mode
Experimental test
Explosions
Finite element method
Finite elements-smoothed particle hydrodynamics method
Fluid flow
Fragments
Mathematical models
Numerical models
RC slabs
Smooth particle hydrodynamics
Title Experimental and numerical study on damage mode of RC slabs under combined blast and fragment loading
URI https://dx.doi.org/10.1016/j.ijimpeng.2020.103579
https://www.proquest.com/docview/2438221034
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