PREDICTING THE STRUCTURAL PERFORMANCE OF SANDWICH CONCRETE PANELS SUBJECTED TO BLAST LOAD CONSIDERING DYNAMIC INCREASE FACTOR
DOI:
https://doi.org/10.33736/jcest.1067.2019Keywords:
Sandwich panel, blast load, finite element analysis, concrete damage plasticityAbstract
The safety of civil structures can be significantly improved against shock waves and blast loads by using steel concrete steel (SCS) protective walls. A numerical study was performed to simulate the response of SCS wall subjected to a near-field blast load. A conventional SCS panel subjected to near-field blast load and its structural performance had been evaluated in terms of maximum damage and deformation. The simulations were performed using ABAQUS\EXPLICIT finite element package and built-in concrete damage plasticity concrete constitutive formulation. The dynamic increase factor (DIF) was added to the material constitutive behaviour to consider the rate effect on the behaviour of concrete and steel. The maximum deformation, the plastic strain, and the failure mode under different loading scenarios were investigated. This study predicts the structural response of the SCS panel with different blast charge and identification of optimum configuration in terms of concrete strength and plate thickness. In the second part of the study, two novel sandwich configurations consisting of a corrugated metal sheet and the concrete core are proposed and compared with the conventional protective walls. The optimum parameters for each structural component are identified using an optimization procedure. Based on this study, the proposed wall configuration shows more damage tolerance subjected to the blast loading as well as less out of plane deformation and weight compared to the conventional walls.
References
Pandey, A., R. Kumar, D. Paul, and D. Trikha, (2006). "Non-linear response of reinforced concrete containment structure under blast loading," Nuclear Engineering and design, 236(9): p. 993-1002.
https://doi.org/10.1016/j.nucengdes.2005.09.015
Zhao, C., J. Chen, Y. Wang, and S. Lu, (2012). "Damage mechanism and response of reinforced concrete containment structure under internal blast loading," Theoretical and Applied Fracture Mechanics, 61: p. 12-20.
https://doi.org/10.1016/j.tafmec.2012.08.002
Othman, H., T. Sabrah, and H. Marzouk, (2018). "Conceptual design of ultra-high performance fiber reinforced concrete nuclear waste container," Nuclear Engineering and Technology.
https://doi.org/10.1016/j.net.2018.10.014
Wang, Y., X. Zhai, S.C. Lee, and W. Wang, (2016). "Responses of curved steel-concrete-steel sandwich shells subjected to blast loading," Thin-Walled Structures, 108: p. 185-192.
https://doi.org/10.1016/j.tws.2016.08.018
Castedo, R., L. ma Lopez, M. Chiquito, and A.P. Santos, (2019). "Full-scale reinforced concrete slabs: Blast effects, damage characterization and numerical modelling," International Journal of Safety and Security Engineering, 9(1): p. 50-60.
https://doi.org/10.2495/SAFE-V9-N1-50-60
Athanasiou, E., F. Teixeira-Dias, F. Coghe, and L. Desmaret, (2016). "Response of reinforced concrete structural elements to near-field and contact explosions," International Journal of Safety and Security Engineering, 6(2): p. 418-426.
https://doi.org/10.2495/SAFE-V6-N2-418-426
Kong, S., A. Remennikov, and B. Uy, (2012). "Numerical simulation of high-performance steel-concrete-steel sandwich panels under static and impact loading conditions."
https://doi.org/10.7158/S11-098.2012.12.3
Tabatabaei, Z.S., J.S. Volz, J. Baird, B.P. Gliha, and D.I. Keener, (2013). "Experimental and numerical analyses of long carbon fiber reinforced concrete panels exposed to blast loading," International Journal of Impact Engineering, 57: p. 70-80.
https://doi.org/10.1016/j.ijimpeng.2013.01.006
Hanifehzadeh, M., B. Gencturk, and K. Willam, Response of reinforced and sandwich concrete panels subjected to projectile impact, in Structures Congress. 2018: Forth Worth, Texas, USA.
https://doi.org/10.1061/9780784481349.019
Sawab, J., I. Lim, Y.-L. Mo, M. Li, H. Wang, and M. Guimaraes, Ultra-High-Performance Concrete And Advanced Manufacturing Methods For Modular Construction. 2016, Univ. of Houston, Houston, TX (United States).
https://doi.org/10.2172/1253019
Sawab, J., C. Luu, X. Nie, I. Lim, Y. Mo, and M. Li, (2016). "Structural integrity of steel plate ultra high-performance concrete modules," Journal of Structural Integrity and Maintenance, 1(3): p. 95-106.
https://doi.org/10.1080/24705314.2016.1211236
Dassault Systemes. ABAQUS UNIFIED FEA. (2017) [cited 2017 April 6]; Available from: https://www.3ds.com.
Lee, J. and G.L. Fenves, (1998). "Plastic-damage model for cyclic loading of concrete structures," Journal of engineering mechanics, 124(8): p. 892-900.
https://doi.org/10.1061/(ASCE)0733-9399(1998)124:8(892)
Dassault Systemes, ABAQUS. 2016, Simulia Corp.: Providence, RI, USA.
Bao, X. and B. Li, (2010). "Residual strength of blast damaged reinforced concrete columns," International journal of impact engineering, 37(3): p. 295-308.
https://doi.org/10.1016/j.ijimpeng.2009.04.003
Hanifehzadeh, M., B. Gencturk, and R. Mousavi, (2018). "A numerical study of spent nuclear fuel dry storage systems under extreme impact loading," Engineering Structures, 161(1): p. 68-81.
https://doi.org/10.1016/j.engstruct.2018.01.068
Mousavi, R., M.D. Champiri, M.S. Joshaghani, and S. Sajjadi, (2016). "A kinematic measurement for ductile and brittle failure of materials using digital image correlation," AIMS Materials Science, 3(4): p. 1759-1772.
https://doi.org/10.3934/matersci.2016.4.1759
Mousavi, R., M.D. Champiri, and K.J. Willam, (2016). "A Comparison of Two DamagePlasticity Formulations for Concrete Like Materials."
Hanifehzadeh, M., B. Gencturk, and K. Willam, (2017). "Dynamic structural response of reinforced concrete dry storage casks subjected to impact considering material degradation," Nuclear Engineering and Design, 325: p. 192-204.
https://doi.org/10.1016/j.nucengdes.2017.10.001
Jankowiak, T. and T. Lodygowski, (2005). "Identification of parameters of concrete damage plasticity constitutive model," Foundations of civil and environmental engineering, 6(1): p. 53-69.
ACI, Building code requirements for structural concrete and commentary in (ACI 318-14) and Commentary (ACI 318-14R). 2014, American Concrete Institute (ACI): Farmington Hills, MI.
Bischoff, P.H. and S.H. Perry, (1995). "Impact behavior of plain concrete loaded in uniaxial compression," Journal of Engineering Mechanics, 121(6): p. 685-693.
https://doi.org/10.1061/(ASCE)0733-9399(1995)121:6(685)
Tang, T., L.E. Malvern, and D.A. Jenkins, (1992). "Rate effects in uniaxial dynamic compression of concrete," Journal of Engineering Mechanics, 118(1): p. 108-124.
https://doi.org/10.1061/(ASCE)0733-9399(1992)118:1(108)
Weerheijm, J., Understanding the tensile properties of concrete. 2013: Elsevier.
Bischoff, P.H. and S.H. Perry, (1991). "Compressive behaviour of concrete at high strain rates," Materials and Structures, 24(6): p. 425-450.
https://doi.org/10.1007/BF02472016
CEB-FIP, Design of Concrete Structures. 1993, Lausanne, Switzerland: Euro-International Committee for Concrete (CEB).
Cowper, G.R. and P.S. Symonds, Strain-hardening and strain-rate effects in the impact loading of cantilever beams. 1957, DTIC Document.
https://doi.org/10.21236/AD0144762
Kingery, C.N. and G. Bulmash, Airblast parameters from TNT spherical air burst and hemispherical surface burst. 1984: US Army Armament and Development Center, Ballistic Research Laboratory.
Ruan, Z., L. Chen, and Q. Fang, (2015). "Numerical investigation into dynamic responses of RC columns subjected for fire and blast," Journal of Loss Prevention in the Process Industries, 34: p. 10-21.
https://doi.org/10.1016/j.jlp.2015.01.009
Talebi, E., M. Korzen, and S. Hothan, (2018). "The performance of concrete filled steel tube columns under post-earthquake fires," Journal of Constructional Steel Research, 150: p. 115-128.
https://doi.org/10.1016/j.jcsr.2018.07.013
Talebi, E., M. Korzen, A. Espinós, and S. Hothan, (2018). "The effect of damage location on the performance of seismically damaged concrete filled steel tube columns at fire."
https://doi.org/10.4995/ASCCS2018.2018.6984
Shafieifar, M., M. Farzad, and A. Azizinamini, (2017). "Experimental and numerical study on mechanical properties of Ultra High Performance Concrete (UHPC)," Construction and Building Materials, 156: p. 402-411.
https://doi.org/10.1016/j.conbuildmat.2017.08.170
Sawab, J., L. Mo, and L. Mo. Finite Element Simulation of Steel Plate Ultra High Performance Concrete Composite Modules Subjected to Shear. in Proceedings of the World Congress on Engineering. 2016.
https://doi.org/10.1080/24705314.2016.1211236
Hanif, M., Z. Ibrahim, K. Ghaedi, A. Javanmardi, and S. Rehman, (2018). "Finite Element Simulation of Damage In RC Beams," Journal of Civil Engineering, 9(1).
https://doi.org/10.33736/jcest.883.2018
Baghi, H., F. Menkulasi, J. Parker, and J.A. Barros, (2017). "Development of a High-Performance Concrete Deck for Louisiana's Movable Bridges: Numerical Study," Journal of Bridge Engineering, 22(7): p. 04017028.
Downloads
Published
How to Cite
Issue
Section
License
Upon acceptance of an article, the corresponding author on behalf of all authors will be asked to complete and upload the Copyright Transfer Form (refer to Copyright Issues for more information on this) alongside the electronic proof file.
Copyright Transfer Statement for Journal
1) In signing this statement, the author(s) grant UNIMAS Publisher an exclusive license to publish their original research papers. The author(s) also grant UNIMAS Publisher permission to reproduce, recreate, translate, extract or summarize, and to distribute and display in any forms, formats, and media. The author(s) can reuse their papers in their future printed work without first requiring permission from UNIMAS Publisher, provided that the author(s) acknowledge and refer the publication in the Journal.
2) For open-access articles, the author(s) agree that their articles published under UNIMAS Publisher are distributed under the terms of the Creative Commons Attribution-NonCommercial-ShareAlike 4.0 International License (CC BY-NC-SA 4.0) which permits unrestricted use, distribution, and reproduction in any medium, for non-commercial purposes, provided the original work of the author(s) is properly cited.
3) For subscription articles, the author(s) agree that UNIMAS Publisher holds the copyright or an exclusive license to publish. Readers or users may view, download, print, and copy the content, for academic purposes, subject to the following conditions of use: (a) any reuse of materials is subjected to permission from UNIMAS Publisher; (b) archived materials may only be used for academic research; (c) archived materials may not be used for commercial purposes, which include but not limited to monetary compensation by means of sale, resale, license, transfer of copyright, loan, etc.; and (d) archived materials may not be re-published in any part, either in print or online.
4) The author(s) are responsible to ensure their submitted work is original and does not infringe any existing copyright, trademark, patent, statutory right, or propriety right of others. The corresponding author has obtained permission from all co-authors prior to submission to the journal. Upon submission of the manuscript, the author(s) agree that no similar work has been or will be submitted or published elsewhere in any language. If the submitted manuscript includes materials from others, the authors have obtained permission from the copyright owners.
5) In signing this statement, the author(s) declare that the researches which they have conducted comply with the current laws of the respective country and UNIMAS Journal Publication Ethics Policy. Any experimentation or research involving humans or the use of animal samples must obtain approval from the Human or Animal Ethics Committee in their respective institutions. The author(s) agree and understand that UNIMAS Publisher is not responsible for any compensational claims or failure caused by the author(s) in fulfilling the above-mentioned requirements. The author(s) must accept the responsibility for releasing their materials upon request by Chief Editor or UNIMAS Publisher.
6) The author(s) should have participated sufficiently in the work and ensured the appropriateness of the content of the article. The author(s) should also agree that they have no commercial attachments (e.g. patent or license arrangement, equity interest, consultancies, etc.) that might pose any conflict of interest with the submitted manuscript. The author(s) also agree to make any relevant materials and data available upon request by the editor(s) or UNIMAS Publisher.
