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International Journal of Steel Structures

Erschienen in:

09.09.2020

Modeling and Dynamic Response of Curved Steel–Concrete–Steel Sandwich Shells Under Blast Loading

verfasst von: Lingzhao Meng, Yonghui Wang, Ximei Zhai

Erschienen in: International Journal of Steel Structures | Ausgabe 5/2020

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Abstract

The steel–concrete–steel sandwich structures are usually composed of concrete core and face steel plates. This paper presented the dynamic response of the curved steel–concrete–steel (SCS) sandwich shells subjected to blast loading. The bolts were employed to connect the face steel plates and the concrete. Numerical model was established based on LS-DYNA and the accuracy of the modelling method was verified against existing blast test. The displacement histories, damage of concrete and energy absorption capability of the shell were obtained from the numerical calculations and discussed. Different failure modes of the curved SCS sandwich shell under various loads were obtained from numerical results, i.e., local deformation of the shell for the case of close-in detonations and buckling of steel plates for the case of far-field detonations. It was noted that the concrete debris can be restrained by the face steel plates with good ductility. Numerical results showed that the energy absorption from concrete is higher under close-in detonations on the ground. The effects of charge weight, steel plate thickness, concrete thickness and rise height on the dynamic response of curved SCS sandwich shells were also analyzed and discussed in detail. The curved SCS sandwich shell with thicker back steel plate showed better blast resistant performance. Moreover, the damage of curved shell was more serious if the rise height to span ratio (R_r-s) is beyond the range of 0.16–0.25.

Vorheriger Artikel Local Strain-Based Low-Cycle Fatigue Assessment of Joint Structure in Steel Truss Bridges During Earthquakes

Nächster Artikel Presentation of Critical Buckling Load Correction Factor of AISC Code on L-Shaped Composite Columns by Numerical and Experimental Analysis

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ASCE. (2010). Design of blast-resistant buildings in petrochemical facilities. Virginia: American Society of Civil Engineers.

ASCE. (2011). Blast protection of buildings. ASCE/SEI59-11. Virginia: American Society of Civil Engineers.

Biggs, J. M. (1964). Introduction to structural dynamics. New York: McGraw-Hill College.

Bowerman, H., & Pryer, J. (1998). Advantages of British steel Bi-steel in immersed tunnel construction. In Proceedings of the IABSE colloquium held Stockholm (p. 78).

Chen, W., & Hao, H. (2012). Numerical study of a new multi-arch double-layered blast-resistance door panel. International Journal of Impact Engineering, 43, 16–28.

Chen, G., Zhang, P., Liu, J., Cheng, Y., & Wang, H. (2019). Experimental and numerical analyses on the dynamic response of aluminum foam core sandwich panels subjected to localized air blast loading. Marine Structures, 65, 343–361.

Chiquito, M., López, L. M., Castedo, R., Pérez-Caldentey, A., & Santos, A. P. (2019). Behaviour of retrofitted masonry walls subjected to blast loading: Damage assessment. Engineering Structures, 201, 109805.

Choi, E., Chae, S. W., Park, H., Nam, T. H., Mohammadzadeh, B., & Wang, J. H. (2018a). Investigating self-centering capacity of superelastic SMA fibers with different anchorage through pullout tests. Journal of Nanoscience and Nanotechnology, 18, 6228–6232.

Choi, E., Mohammadzadeh, B., & Kim, H. S. (2018b). SMA bending bars as self-centering and damping devices. Smart Materials and Structures, 28, 025029.

Choi, E., Mohammadzadeh, B., Kim, D., & Joen, J. S. (2018c). A new experimental investigation into the effects of reinforcing mortar beams with superelastic SMA fibers on controlling and closing cracks. Composites Part B Engineering, 137, 140–152.

Choi, E., Mohammadzadeh, B., Wang, J. H., & Kim, W. J. (2018d). Pullout behavior of superelastic SMA fibers with various end-shapes embedded in cement mortar. Construction and Building Materials, 167, 605–616.

Davidson, J. S., Fisher, J. W., Hammons, M. I., Porter, J. R., & Dinan, R. J. (2005). Failure mechanisms of polymer-reinforced concrete masonry walls subjected to blast. Journal of Structural Engineering, 131(8), 1194–1205.

Davidson, J. S., Porter, J. R., Dinan, R. J., Hammons, M. I., & Connell, J. D. (2004). Explosive testing of polymer retrofit masonry walls. Journal of Performance of Constructed Facilities, 18(2), 100–106.

Dennis, S. T., Baylot, J. T., & Woodson, S. C. (2002). Response of 1/4 scale concrete masonry unit (CMU) walls to blast. Journal of Engineering Mechanics, 128(2), 134–142.

Goode, C. D., & Shukry, E. D. (1988). Effect of damage on composite cylinders subjected to external pressure. ACI Structural Journal, 85(4), 405–413.

Huang, Z., & Liew, J. Y. R. (2016). Steel–concrete–steel sandwich composite structures subjected to extreme loads. International Journal of Steel Structures, 124, 142–162.

Jones, N. (1988). Structural impact. Cambridge: Cambridge University Press.

Kang, K. W. (2012). Blast resistance of steel–concrete composite structures. Ph.D. thesis, Department of Civil & Environmental Engineering, National University of Singapore, Singapore.

Kim, S., & Lee, J. (2015). Blast resistant performance of bolt connections in the earth covered steel magazine. International Journal of Steel Structures, 15(2), 507–514.

Krauthammer, T., Assadi-Lamouki, A., & Shanaa, H. M. (1993). Analysis of impulsively loaded reinforced concrete structural elements—I. Theory. Computers & Structures, 48(5), 851–860.

Kumar, V., Kartik, K. V., & Iqbal, M. A. (2020). Experimental and numerical investigation of reinforced concrete slabs under blast loading. Engineering Structures, 206, 110125.

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

Langdon, G. S., Karagiozova, D., von Klemperer, C. J., Nurick, G. N., Ozinsky, A., & Pickering, E. G. (2013). The air-blast response of sandwich panels with composite face sheets and polymer foam cores: Experiments and predictions. International Journal of Impact Engineering, 54, 64–82.

Langdon, G. S., & Schleyer, G. K. (2005). Inelastic deformation and failure of profiled stainless steel blast wall panels. Part I: Experimental investigations. International Journal of Impact Engineering, 31(4), 341–369.

Langdon, G. S., & Schleyer, G. K. (2006). Deformation and failure of profiled stainless steel blast wall panels. Part III: Finite element simulations and overall summary. International Journal of Impact Engineering, 32, 988–1012.

Liew, J. Y. R., & Sohel, K. M. A. (2009). Lightweight steel–concrete–steel sandwich system with J-hook connectors. Engineering Structures, 31(5), 1166–1178.

Liew, J. Y. R., Sohel, K. M. A., & Koh, C. G. (2009). Impact tests on steel–concrete–steel sandwich beams with lightweight concrete core. Engineering Structures, 31(9), 2045–2059.

Liew, J. Y. R., & Wang, T. Y. (2011). Novel steel–concrete–steel sandwich composite plates subject to impact and blast load. Advances in Structural Engineering, 14(4), 673–688.

Louca, L. A., Boh, J. W., & Choo, Y. S. (2004). Design and analysis of stainless steel profiled blast barriers. Journal of Constructional Steel Research, 60, 1699–1723.

LSTC. (2013). LSDYNA keyword user’s manual. Livermore: Livermore Software Technology Corporation.

Malek, N., Machida, A., Mutsuyoshi, H., & Makabe, T. (1993). steel–concrete sandwich members without shear reinforcement. Transactions of Japan Concrete Institute, 15(2), 1279–1284.

Mohammadzadeh, B., Bina, M., & Hasounizadeh, H. (2012). Application and comparison of mathematical and physical models on inspecting slab of stilling basin floor under static and dynamic forces. Applied Mechanics and Materials, 147, 283–287.

Mohammadzadeh, B., Choi, E., & Kim, W. J. (2018). Comprehensive investigation of buckling behavior of plates considering effects of holes. Structural Engineering and Mechanics, 68(2), 261–275.

Mohammadzadeh, B., Choi, E., & Kim, D. (2019). Vibration of sandwich plates considering elastic foundation temperature change and FGM faces. Structural Engineering and Mechanics, 70(4), 601–621.

Mohammadzadeh, B., & Noh, H. C. (2014a). Investigation into central-difference and Newmark’s beta methods in measuring dynamic responses. Advanced Materials Research, 831, 95–99.

Mohammadzadeh, B., & Noh, H. C. (2014b). Use of buckling coefficient in predicting buckling load of plates with and without holes. Journal of Korean Society for Advanced Composite Structures, 5(3), 1–7.

Mohammadzadeh, B., & Noh, H. C. (2015). Numerical analysis of dynamic responses of the plate subjected to impulsive loads. International Journal of Civil, Environmental, Structural, Construction and Architectural Engineering, 9(9), 1194–1197.

Mohammadzadeh, B., & Noh, H. C. (2016). Investigation into buckling coefficients of plates with holes considering variation of hole size and plate thickness. Mechanika, 22(3), 167–175.

Mohammadzadeh, B., & Noh, H. C. (2017). Analytical method to investigate nonlinear dynamic responses of sandwich plates with FGM faces resting on elastic foundation considering blast loads. Composite Structures, 174, 142–157.

Mohammadzadeh, B., & Noh, H. C. (2018). An analytical and numerical investigation on the dynamic responses of steel plates considering the blast loads. International Journal of Steel Structures, 19, 603–617.

Murray, Y. (2007). Users manual for LS-DYNA concrete material model 159. Virginia: Federal Highway Administration.

Muszynski, L. C., & Purcell, M. R. (2003a). Composite reinforcement to strengthen existing concrete structures against air blast. Journal of Composites for Construction, 7(2), 93–97.

Muszynski, L. C., & Purcell, M. R. (2003b). Use of composite reinforcement to strengthen concrete and air-entrained concrete masonry walls against air blast. Journal of Composites for Construction, 7(2), 98–108.

Nam, J. W., Kim, H. J., Kim, S. B., Yi, N. H., & Kim, J. H. (2010). Numerical evaluation of the retrofit effectiveness for GFRP retrofitted concrete slab subjected to blast pressure. Composite Structures, 19(5), 1212–1222.

Oduyemi, T. O. S., & Wright, H. D. (1989). An experimental investigation into the behavior of double skin sandwich beams. Journal of Constructional Steel Research, 14(3), 197–220.

Pandey, A. K., Kumar, R., Paul, D. K., & Trikha, D. N. (2006). Non-linear response of reinforced concrete containment structure under blast loading. Nuclear Engineering and Design, 236, 993–1002.

Shi, Y., Xiong, W., Li, Z.-X., & Xu, Q. (2015). Experimental studies on the local damage and fragments of unreinforced masonry walls under close-in explosions. International Journal of Impact Engineering, 90, 122–131.

Silva, P. F., & Lu, B. (2007). Improving the blast resistance capacity of RC slabs with innovative composite materials. Composites Part B-Engineering, 38, 523–534.

Sohel, K. M. A., & Liew, J. Y. R. (2011). Steel–concrete–steel sandwich slabs with lightweight core: Static performance. Engineering Structures, 33(3), 981–992.

Sohel, K. M. A., & Liew, J. Y. R. (2014). Behavior of steel–concrete–steel sandwich slabs subject to impact load. Journal of Constructional Steel Research, 100(100), 163–175.

Thiagarajan, G., Kadambi, A. V., Robert, S., & Johnson, C. F. (2014). Experimental and finite element analysis of doubly reinforced concrete slabs subjected to blast loads. International Journal of Impact Engineering, 75, 162–173.

Vasudevan, A. K. (2013). Finite element analysis and experimental comparison of doubly reinforced concrete slab subjected to blast loads. M.Sc. thesis, Department of Civil Engineering, University of Missouri-Kansas City, Kansas City.

Wang, Y., Zhai, X., Lee, S. C., & Wang, W. (2016). Responses of curved steel–concrete–steel sandwich shells subjected to blast loading. Thin-Walled Structures, 108, 185–192.

Wei, X., & Hao, H. (2009). Numerical derivation of homogenized dynamic masonry material properties with strain rate effects. International Journal of Impact Engineering, 36(3), 522–536.

Yan, C., Wang, Y., & Zhai, X. (2020a). Low velocity impact performance of curved steel–concrete–steel sandwich shells with bolt connectors. Thin-Walled Structures, 150, 106672.

Yan, C., Wang, Y., Zhai, X., & Meng, L. (2020b). Strength assessment of curved steel–concrete–steel sandwich shells with bolt connectors under concentrated load. Engineering Structures, 212, 110465.

Yan, C., Wang, Y., Zhai, X., Meng, L., & Zhou, H. (2019). Experimental study on curved steel–concrete–steel sandwich shells under concentrated load by a hemi-spherical head. Thin-Walled Structures, 137, 117–128.

Yan, J. B., & Zhang, W. (2017). Numerical analysis on steel–concrete–steel sandwich plates by damage plasticity model: from materials to structures. Construction and Building Materials, 149, 801–815.

Zhai, X., & Wang, Y. (2013). Modelling and dynamic response of steel reticulated shell under blast loading. Shock and Vibration, 20, 19–28.

Zhao, C. F., Chen, J. Y., Wang, Y., & Lu, S. J. (2012). Damage mechanism and response of reinforced concrete containment structure under internal blast loading. Theoretical and Applied Fracture Mechanics, 61, 12–20.

Titel: Modeling and Dynamic Response of Curved Steel–Concrete–Steel Sandwich Shells Under Blast Loading
verfasst von: Lingzhao Meng
Yonghui Wang
Ximei Zhai
Publikationsdatum: 09.09.2020
Verlag: Korean Society of Steel Construction
Erschienen in: International Journal of Steel Structures / Ausgabe 5/2020
Print ISSN: 1598-2351
Elektronische ISSN: 2093-6311
DOI: https://doi.org/10.1007/s13296-020-00403-8

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