Technical Papers
Aug 10, 2022

Impact Response of Double-Layer Steel-RULCC-Steel Sandwich Panels: Experimental, Numerical, and Analytical Approaches

Publication: Journal of Structural Engineering
Volume 148, Issue 10

Abstract

The present study conducts experimental, numerical, and analytical investigations of the responses of double-layer steel-rubberized ultra-lightweight cement composite (RULCC)-steel sandwich panels subjected to concentrated impact loading. Seven full-scale steel-concrete-steel (SCS) panels are designed and fabricated with different numbers of concrete layers, degree of composite action, type of shear connectors, and proportion of added rubber powder. The influences of these design parameters on failure mode and response behavior are quantified and discussed. Advanced finite element (FE) simulation is performed in LS-DYNA software to extract more information on the strains, stresses, and energy absorption of the panel during impact. Finally, a single-degree-of-freedom (SDOF) model and a two-degree-of-freedom (TDOF) model are developed to predict displacement-time and load-time responses of the double-layer SCS panels based on the quasi-static load-displacement relationship also proposed here. Comparisons with test results demonstrate that the SDOF model overpredicts peak deformation of the panel if the hammer weight is much greater than the effective panel weight. In contrast, both the FE and TDOF models provide a much more accurate prediction of the impact responses of double-layer SCS panels, including peak impact force, peak deformation, and residual deformation.

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Data Availability Statement

All data, models, and code generated or used during the study appear in the published article.

Acknowledgments

The authors would like to acknowledge the research grant received from the National Natural Science Foundation of China (Grant Nos. 51978407 and 52108159), the Natural Science Foundation of Guangdong Province (Grant No. 2021A1515010932), the Shenzhen International Science and Technology Joint Project (Grant No. GJHZ20200731095802008), Guangdong Provincial Outstanding Youth Fund (NO.2022B1515020037), and the Guangdong Provincial Key Laboratory of Durability for Marine Civil Engineering (Grant No. 2020B1212060074).

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Go to Journal of Structural Engineering
Journal of Structural Engineering
Volume 148Issue 10October 2022

History

Received: Aug 25, 2021
Accepted: Jun 6, 2022
Published online: Aug 10, 2022
Published in print: Oct 1, 2022
Discussion open until: Jan 10, 2023

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Research Associate, Guangdong Provincial Key Laboratory of Durability for Marine Civil Engineering, Shenzhen Univ., Shenzhen 518060, China. Email: [email protected]
Zhenyu Huang [email protected]
Associate Professor, Guangdong Provincial Key Laboratory of Durability for Marine Civil Engineering, College of Civil and Transportation Engineering, Shenzhen Univ., Shenzhen 518060, China (corresponding author). Email: [email protected]
Master Student, Guangdong Provincial Key Laboratory of Durability for Marine Civil Engineering, Shenzhen Univ., Shenzhen 518060, China. Email: [email protected]
Xiaolong Zhao [email protected]
Master Student, Guangdong Provincial Key Laboratory of Durability for Marine Civil Engineering, Shenzhen Univ., Shenzhen 518060, China. Email: [email protected]
Professor, Dept. of Engineering, Lancaster Univ., Lancaster LA1 4YR, UK. ORCID: https://orcid.org/0000-0002-1039-1944. Email: [email protected]

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