Abstract
Numerical simulations for structures using advanced material models have become more systematic and reliable in recent times. This is more important for loadings resulting from explosion as it is extremely difficult to carry out real-scale field tests. Considering all the hardware capabilities of modern computers, the computation time for the analysis of structures under the blast load can be reduced significantly. In the present study, an effort is made to perform the numerical simulation of reinforced concrete slab under blast load to determine the dynamic response of reinforced concrete slab considering four different material models. The analysis is carried out with the focus on the study of the effectiveness of mesh size and material model on central point displacement. Finally, recommendations are suggested about the use of the available material models on the behavior of concrete under such extreme loadings.
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References
ABAQUS/Explicit® (2018) User’s manual. Dassault Systemes Simulia Corporation, France
Bangash MYH, Bangash T (2005) Explosion-resistant buildings: design, analysis, and case studies. Springer Science & Business Media
Krauthammer T (2008) Modern protective structures. CRC Press
Mokhatar SN, Abdullah R (2012) Computational analysis of reinforced concrete slabs subjected to impact loads. Int J Integr Eng 4(2):70–76
Wang W, Zhang D, Lu F, Wang S, Tang F (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
Li J, Wu C, Hao H, Su Y, Liu Z (2016) Blast resistance of concrete slab reinforced with high performance fibre material. J Struct Integrity Maintenance 1(2):51–59
Yao S, Zhang D, Chen X, Lu F, Wang W (2016) Experimental and numerical study on the dynamic response of RC slabs under blast loading. Eng Fail Anal 66:120–129
Kent DC, Park R (1971) Flexural members with confined concrete. J Struct Div 97(7):1969–1990
Hafezolghorani M, Hejazi F, Vaghei R, Jaafar M, Bin S, Karimzade K (2017) Simplified damage plasticity model for concrete. J Int Assoc Bridge Struct Eng 27(1):68–78
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Goel, M.D., Verma, S., Panchal, S., Sirdesai, N. (2022). Effect of Material Models on Dynamic Behavior of Reinforced Concrete Slabs Exposed to Blast Loading. In: Laishram, B., Tawalare, A. (eds) Recent Advancements in Civil Engineering. ACE 2020. Lecture Notes in Civil Engineering, vol 172. Springer, Singapore. https://doi.org/10.1007/978-981-16-4396-5_89
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DOI: https://doi.org/10.1007/978-981-16-4396-5_89
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