Skip to main content
Log in

Geometrical Shape and Orientation Effect of Equivalent TNT Dose on an RCC Slab with Clamped/Simple Supports Under Contact Explosion

  • Original Paper
  • Published:
Journal of Vibration Engineering & Technologies Aims and scope Submit manuscript

Abstract

Purpose

Explosions, historically associated with military engineering, are now pertinent to structural engineering due to increased subversive blasts, global conflicts, civil disturbances, geopolitical volatility, and industrial accidents. Despite numerous studies using various explosives, a comprehensive comparative analysis of their geometric effects on structural damage is lacking. The rationale behind researchers' choices of geometric forms and orientations remains questionable. The main purpose of this study is to investigate the effect of geometric shape and orientation of an equivalent TNT dose on a reinforced concrete (RC) square slab under contact explosion, with specific focus on understanding the mechanism of damage and cracks propagation. The research question addressed is whether the geometric characteristics and orientation of the explosive significantly influence the type and extent of damage on the slab, in comparison to the boundary conditions (BCs) imposed.

Methods

The investigation employs computational simulations using the Abaqus software, considering twenty-six cases with five different geometric forms of the TNT dose: brick, simple cube, spherical, hemispherical, and cylindrical. Both clamped and simple boundary conditions are studied. The integration of the Eulerian-Lagrangian methodology, in conjunction with the finite element technique within the framework of Abaqus, has been employed for the purpose of simulating explosive events. Experimental data from relevant literature are utilized to validate the computational predictions.

Results

The findings reveal that the type and extent of damage inflicted on the slab are predominantly influenced by the geometric form and orientation of the TNT dose, rather than the boundary conditions. The study elucidates that slab damage is contingent upon the geometric characteristics and alignment of the explosive relative to the BCs. The order of damage severity among the considered geometric forms and orientations is highlighted.

Conclusion

The study underscores the significance of considering both the geometric form and orientation of the explosive in relation to the slab's geometry and boundary conditions. Perforation with prevailing flexure mode of damage is observed under clamped BC, while a combination of flexure and shear occurs under simple BC. Slabs with simple BC exhibit higher damage with more cracks compared to those with clamped BC.

This is a preview of subscription content, log in via an institution to check access.

Access this article

Price excludes VAT (USA)
Tax calculation will be finalised during checkout.

Instant access to the full article PDF.

Fig. 1
Fig. 2
Fig. 3
Fig. 4
Fig. 5
Fig. 6
Fig. 7
Fig. 8
Fig. 9
Fig. 10
Fig. 11
Fig. 12
Fig. 13
Fig. 14
Fig. 15
Fig. 16
Fig. 17
Fig. 18
Fig. 19
Fig. 20
Fig. 21
Fig. 22
Fig. 23
Fig. 24
Fig. 25
Fig. 26
Fig. 27
Fig. 28
Fig. 29
Fig. 30
Fig. 31
Fig. 32

Similar content being viewed by others

Data Availability

The authors declare that the data supporting the findings of this study are available within the paper and the modeling materials parameters values are available from the corresponding author upon reasonable request.

References

  1. Anas SM, Alam M, Umair M (2021) Experimental and numerical investigations on performance of reinforced concrete slabs under explosive-induced air-blast loading: a state-of-the-art review. Structures 31:428–461. https://doi.org/10.1016/j.istruc.2021.01.102

    Article  Google Scholar 

  2. Abbas H, Gupta KN, Alam M (2004) Nonlinear response of concrete beams and plates under impact loading. Int J Impact Eng 30:1039–1053

    Article  Google Scholar 

  3. Kyei C, Braimah A (2017) Effects of transverse reinforcement spacing on the response of reinforced concrete columns subjected to blast loading. Eng Struct 142:148–164

    Article  Google Scholar 

  4. Iannitti G, Bonora N, Curiale G, Muru SD, Marfia S, Ruggiero A, Sacco E, Scafati S, Testa G (2018) Analysis of reinforced concrete slabs under blast loading”. IGF Workshop “Fracture and Structural Integrity. Proc Struct Integrity 9:272–278. https://doi.org/10.1016/j.prostr.2018.06.035

    Article  Google Scholar 

  5. Wu Y, Wang J, Liu F, Mu C, Xia M, Yang S (2023) A research investigation into the impact of reinforcement distribution and blast distance on the blast resilience of reinforced concrete slabs. Materials. https://doi.org/10.3390/ma16114068

    Article  Google Scholar 

  6. Xiong Z, Wang W, Yu G, Ma J, Zhang W, Wu L (2023) Experimental and numerical study of non-explosive simulated blast loading on reinforced concrete slabs. Materials. https://doi.org/10.3390/ma16124410

    Article  Google Scholar 

  7. Han Z, Qu W, Zhu P (2023) Research on hybrid FRP–steel-reinforced concrete slabs under blast load. Buildings. https://doi.org/10.3390/buildings13041058

    Article  Google Scholar 

  8. Wang L, Cheng S, Liao Z, Yin W, Liu K, Ma L, Wang T, Zhang D (2022) Blast resistance of reinforced concrete slabs based on residual load-bearing capacity. Materials 2022:15

    Google Scholar 

  9. Zhao C, Lu X, Wang Q, Gautam A, Wang J, Mo YL (2019) Experimental and numerical investigation of steel-concrete (SC) slabs under contact blast loading. Eng Struct. https://doi.org/10.1016/j.engstruct.2019.109337

    Article  Google Scholar 

  10. Mendonca F, Urgessa G, Rocco J (2018) Experimental investigation of 50 MPa reinforced concrete slabs subjected to blast loading. Ingeniería e Investigación 38(2):27–33. https://doi.org/10.15446/ing.investig.v38n2.65305

    Article  Google Scholar 

  11. Maazoun A, Belkassem B, Reymen B, Matthys S, Vantomme J, Lecompte D (2018) Blast response of RC slabs with externally bonded reinforcement: experimental and analytical verification. Compos Struct 200:246–257. https://doi.org/10.1016/j.compstruct.2018.05.102

    Article  Google Scholar 

  12. Li J, Wu C, Hao H, Su Y, Li Z-X (2017) A study of concrete slabs with steel wire mesh reinforcement under close-in explosive loads. Int J Impact Eng 110:242–254. https://doi.org/10.1016/j.ijimpeng.2017.01.016

    Article  Google Scholar 

  13. Li J, Wu C, Hao H, Wang Z, Su Y (2016) Experimental investigation of ultra-high performance concrete slabs under contact explosions. Int J Impact Eng 93:62–75. https://doi.org/10.1016/j.ijimpeng.2016.02.007

    Article  Google Scholar 

  14. Li J, Wu C, Liu Z-X (2018) Comparative evaluation of steel wire mesh, steel fibre and high performance polyethylene fibre reinforced concrete slabs in blast tests. Thin-Walled Struct 126:117–126. https://doi.org/10.1016/j.tws.2017.05.023

    Article  Google Scholar 

  15. Thiagarajan G, Reynolds K (2017) Experimental behavior of high-strength concrete one- way slabs subjected to shock loading. ACI Struct J 114(3):611–620. https://doi.org/10.14359/51689421

    Article  Google Scholar 

  16. Wang W, Zhang D, Lu F, Wang S, Chuan TF (2013) Experimental study and numerical simulation of the damage mode of a square reinforced concrete slab under close-in explosion. Eng Fail Anal 27:41–51. https://doi.org/10.1016/j.engfailanal

    Article  Google Scholar 

  17. Kumar V, Kartik KV, Iqbal MA (2020) Experimental and numerical investigation of reinforced concrete slabs under blast loading. Eng Struct. https://doi.org/10.1016/j.engstruct.2019.110125

    Article  Google Scholar 

  18. Silva PF, Lu B (2007) Improving the blast resistance capacity of RC slabs with innovative composite materials. Composites 38:523–534. https://doi.org/10.1016/j.compositesb.2006.06.015

    Article  Google Scholar 

  19. Schenker A, Anteby I, Gal E, Kivity Y, Nizri E, Sadot O, Michaelis R, Levintant O, Ben-Dor G (2008) Full-scale field tests of concrete slabs subjected to blast loads. Int J Impact Eng 35:184–198. https://doi.org/10.1016/j.ijimpeng.2006.12.008

    Article  Google Scholar 

  20. Wu C, Huang L, Oehlers DJ (2011) Blast testing of aluminum foam – protected reinforced concrete slabs. J Perform Constr Facil 25:464–474. https://doi.org/10.1061/(ASCE)CF.1943-5509.0000163

    Article  Google Scholar 

  21. Lan S, Lok T-S, Heng L (2005) Composite structural panels subjected to explosive loading. Constr Build Mater 19(5):387–395. https://doi.org/10.1016/j.conbuildmat.2004.07.021

    Article  Google Scholar 

  22. Huff WL (1975) Collapse strength of a two-way-reinforced concrete slab contained within a steel frame structure, Final Report; US Army Engineer Waterways Experiment Station: Vicksburg, MI, USA.

  23. Dubec B, Manas P, Stoller J, Zezulova E, Dvorak P, Hejmal Z (2022) Numerical identification of material model parameters of uhpfrc slab under blast loading. Appl Sci. https://doi.org/10.3390/app13010070

    Article  Google Scholar 

  24. Gao B, Wu J, Chen Q, Yu J, Yu H (2022) Effect of spraying polyurea on the anti-blast performance of the ultra-high performance concrete slab. Sensors. https://doi.org/10.3390/s22249888

    Article  Google Scholar 

  25. Liu C, Liu J, Wei J, Xu S, Su Y (2022) Parametric study on contact explosion resistance of steel wire mesh reinforced geopolymer based ultra-high performance concrete slabs using calibrated continuous surface cap model. Buildings. https://doi.org/10.3390/buildings12112010

    Article  Google Scholar 

  26. Wang J, Yuan W, Feng R, Guo J, Dang X (2020) Dynamic performances of ultra-high-performance fiber-reinforced concrete-strengthened concrete columns subjected to blast impacts. Adv Struct Eng 23:3009–3023. https://doi.org/10.1177/1369433220924797

    Article  Google Scholar 

  27. Mourão, R., Maazoun, A., Dias, F. T., Vantomme, J., and Lecompte, D. (2018). “Load-Displacement Assessment of One-Way Reinforced Concrete (RC) Slabs Externally Strengthened Using CFRP Strips under Blast Loads”. The 18th International Conference on Experimental Mechanics, Proccedings, DOI: https://doi.org/10.3390/ICEM18-05435.

  28. Lin X, Zhang YX, Hazell PJ (2014) Modelling the response of reinforced concrete panels under blast loading. Mater Des 56:620–628. https://doi.org/10.1016/j.matdes.2013.11.069

    Article  Google Scholar 

  29. Zhao CF, Chen JY, Wang Y, Lu SJ (2012) Damage mechanism and response of reinforced concrete containment structure under internal blast loading. Theor Appl Fract Mech 61:12–20. https://doi.org/10.1016/j.tafmec.2012.08.002

    Article  Google Scholar 

  30. Zhou XQ, Hao H (2009) Mesoscale modelling and analysis of damage and fragmentation of concrete slab under contact detonation. Int J Impact Eng 36:1315–1326. https://doi.org/10.1016/j.ijimpeng.2009.02.010

    Article  Google Scholar 

  31. Zhou XQ, Kuznetsov VA, Hao H, Waschl J (2008) Numerical prediction of concrete slab response to blast loading. Int J Impact Eng 35:1186–1200. https://doi.org/10.1016/j.ijimpeng.2008.01.004

    Article  Google Scholar 

  32. Castedo R, Segarra P, Alañon A, Lopez LM, Santos AP, Sanchidrian JA (2015) Air blast resistance of full-scale slabs with different compositions: numerical modeling and field validation. Int J Impact Eng 86:145–156. https://doi.org/10.1016/j.ijimpeng.2015.08.004

    Article  Google Scholar 

  33. Xu K, Lu Y (2006) Numerical simulation study of spallation in reinforced concrete plates subjected to blast loading. Comput Struct 84:431–438. https://doi.org/10.1016/j.compstruc.2005.09.029

    Article  Google Scholar 

  34. Low HY, Hao H (2001) Reliability analysis of reinforced concrete slabs under explosive loading. Struct Saf 23:157–178

    Article  Google Scholar 

  35. Abaqus CAE, “Damage Plasticity, explicit platform, material library, interactions, constraints, boundary conditions, loads, post-processing”, Help & Learning manual, ABAQUS DS-SIMULIA.

  36. Riedel W, Thoma K, Hiermaier S, and Schmolinske E (1999) Penetration of reinforced concrete by BETA-B-50. In: Proceedings of the 9th International Symposiumon Interaction of the Effects of Munitions with Structures, Berlin, pp. 315–322.

  37. Riedel W (2000) Beton unter dynamischen lasten meso-und makromechanische modelle und ihre parameter, PhD Thesis, Ernst-Mach-Institute, Freiburg, Germany.

  38. UFC 3-340-02 (2008) Structures to resist the effects of accidental explosions, Technical Manual, Unified Facilities Criteria UFC 3-340-02, U.S. Army Corporations of Engineers

  39. Ullah A, Ahmad F, Jang HW, Kim SW, Hong JW (2016) Review of analytical and empirical estimations for incident blast pressure. KSCE J Civil Eng. https://doi.org/10.1007/s12205-016-1386-4

    Article  Google Scholar 

  40. Zhao X, Wang G, Fang H, Fan Y, Du X (2021) Shock wave propagation characteristics of cylindrical charge and its aspect ratio effects on the damage of RC slabs. Adv Mater Sci Eng 2021:1–20. https://doi.org/10.1155/2021/2483995

    Article  Google Scholar 

  41. Price MA (2005) Effects of cylindrical charge geometry and secondary combustion reactions on the internal blast loading of reinforced concrete structures, Laboratory Report, Department of Energy, New Mexico Institute of Mining and Technology, Socorro, New Mexico.

  42. Zezulova E, Dubec B, Dvorak P, Fladr J, Cibulova K (2023) The effect of bottom reinforcement spacers on reinforced concrete structures loaded by explosion. Buildings. https://doi.org/10.3390/buildings13122963

    Article  Google Scholar 

  43. Alzyoud S, Wong HS, Buenfeld NR (2016) Influence of reinforcement spacers on mass transport properties and durability of concrete structures. Cem Concr Res 87:31–44. https://doi.org/10.1016/j.cemconres.2016.05.006

    Article  Google Scholar 

Download references

Acknowledgements

Not applicable.

Funding

This research received no funding.

Author information

Authors and Affiliations

Authors

Contributions

S.M.A. performed the numerical simulations and measurements. M.A. supervised this work. S.M.A., M.A., and R.N.A. wrote sections of the manuscript. All authors contributed to manuscript revision, read, and approved the submitted version. (S.M.A. – S. M. Anas; M.A. – Mehtab Alam; and R.N.A. – Rayeh Nasr Al-Dala’ien).

Corresponding author

Correspondence to S. M. Anas.

Ethics declarations

Conflict of Interest

The authors declare no conflict of interest.

Ethical Approval

Not applicable.

Informed Consent

Not applicable.

Additional information

Publisher's Note

Springer Nature remains neutral with regard to jurisdictional claims in published maps and institutional affiliations.

Rights and permissions

Springer Nature or its licensor (e.g. a society or other partner) holds exclusive rights to this article under a publishing agreement with the author(s) or other rightsholder(s); author self-archiving of the accepted manuscript version of this article is solely governed by the terms of such publishing agreement and applicable law.

Reprints and permissions

About this article

Check for updates. Verify currency and authenticity via CrossMark

Cite this article

Anas, S.M., Alam, M. & Al-Dala’ien, R.N. Geometrical Shape and Orientation Effect of Equivalent TNT Dose on an RCC Slab with Clamped/Simple Supports Under Contact Explosion. J. Vib. Eng. Technol. (2024). https://doi.org/10.1007/s42417-024-01414-z

Download citation

  • Received:

  • Revised:

  • Accepted:

  • Published:

  • DOI: https://doi.org/10.1007/s42417-024-01414-z

Keywords

Navigation