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Lateral Impact Effect on Circular RC Columns

Yıl 2023, Cilt: 2023 Sayı: 18, 53 - 61, 03.07.2023

Öz

Reinforced concrete (rc) columns are the vertical carrier members in the structural system. Generally, rc columns are divided into two parts due to their section geometry and confinement reinforcement. Columns are designed by considering the dead, live and horizontal wind and seismic loads. However, effect of impact loading that is a kind of sudden impulsive dynamic one is ignored in the design process. Carbon fibre reinforced polymer (cfrp) is an effective way to repair and to strengthen the rc columns in a fast way. So, use of cfrp in the existing structural members especially with low concrete quality has been increasing lately in terms of ease of application. Main objective of this study is numerically investigating the impact behaviour of circular sectioned rc columns before and after strengthening by cfrp technique. In line with this purpose, Abaqus finite elements software that is widely used in such problems has been utilized. Acceleration, impact load and displacement values of the rc columns as well as stress distributions are obtained after non-linear incremental numerical analysis. So, it is considered that the proposed finite element model could be useful for the researchers performing impact analysis. Besides, it is thought that the current study will contribute to the literature in the research area of dynamic responses of rc columns under impact loading.

Kaynakça

  • [1] Demartino C, Wu J, Xiao Y (2017). Experimental and numerical study on the behavior of circular rc columns under impact loading. Procedia Engineering, 199, 2457-2462.
  • [2] Majeed MA, Yigit AS, Christoforou AP (2012). Elastoplastic contact/impact of rigidly supported composites. Composites Part B: Engineering, 43(3), 1244-1251.
  • [3] Viau C, Doudak G (2019) Behaviour and modelling of cross-laminated timber panels with boundary connections subjected to blast loads. Engineering Structures, 197, 109404.
  • [4] Li H, Chen W, Pham TM, Hao H (2021). Analytical and numerical studies on impact force profile of RC beam under drop weight impact. International Journal of Impact Engineering, 147, 103743.
  • [5] Xu X, Ma T, Ning J (2019). Failure mechanism of reinforced concrete subjected to projectile impact loading. Engineering Failure Analysis, 96, 468-483.
  • [6] Yılmaz T, Anil Ö, Erdem RT (2022). Experimental and numerical investigation of impact behavior of rc slab with different opening size and layout. Structures, 84, 818-832.
  • [7] Zhang X, Hao H, Li C (2016). Experimental investigation of the response of precast segmental columns subjected to impact loading. International Journal of Impact Engineering, 95, 105-124.
  • [8] Aghdamy S, Thambiratnam DP, Dhanasekar M (2016). Experimental investigation on lateral impact response of concrete-filled double-skin tube columns using horizontal-impact-testing system. Experimental Mechanics, 56, 1133-1153.
  • [9] Erdem RT (2014). Prediction of acceleration and impact force values of a reinforced concrete slab. Computers and Concrete, 14(5), 563-575.
  • [10] Anil Ö, Erdem RT, Tokgöz MN (2018). Investigation of lateral impact behavior of RC columns. Computers and Concrete, 22(1), 123-132.
  • [11] Abaqus User’s Manual, Version 6.12 (2015). Simulia, Dassault Systèmes Simulia Corp.
  • [12] Sadighi M, Parnanen T, Alderliesten RC, Sayeaftabi M, Benedictus R (2012). Experimental and numerical investigation of metal type and thickness effects on the impact resistance of fiber metal laminates. Applied Composite Materials, 19, 545-559.
  • [13] Genikomsou AS, Polak MA (2015). Finite element analysis of punching shear of concrete slabs using damaged plasticity model in abaqus. Engineering Structures, 98, 38-48.
  • [14] Mars J, Jarraya A, Dammak F, Dhiab A (2015). Finite element implementation of an orthotropic plasticity model for sheet metal in low velocity impact simulations. Thin-Walled Structures, 89, 93-100.
  • [15] Makarem FS, Abed F (2013). Nonlinear finite element modeling of dynamic localizations in high strength steel columns under impact. International Journal of Impact Engineering, 52, 47-61.
  • [16] Liu ZG, Liu Y, Lu J (2012). Numerical simulation of the fluid–structure interaction for an elastic cylinder subjected to tubular fluid flow. Computers & Fluids, 68, 192-202.
  • [17] Liu PF, Liao BB, Jia LY, Peng XQ (2016). Finite element analysis of dynamic progressive failure of carbon fiber composite laminates under low velocity impact. Composite Structures, 149, 408-422.
  • [18] Raza A, Khan Q, Ahmad A (2019). Numerical investigation of load-carrying capacity of gfrp-reinforced rectangular concrete members using cdp model in abaqus. Advances in Civil Engineering, 2019, 1745341, 1-19.
  • [19] Kartheek T, Das TV, (2020). 3D modelling and analysis of encased steel-concrete composite column using abaqus. Materialstoday:Proceedings, 27(2), 1545-1554.
  • [20] Erdem RT (2021). Dynamic responses of reinforced concrete slabs under sudden impact loading. Revista de la Construccion, 20(2), 346-358.
  • [21] Erdem RT, Gücüyen E (2017). Non-linear analysis of reinforced concrete slabs under impact effect. Gradevinar, 69(6), 479–487.
  • [22] Erdem RT, Berberoğlu M, Gücüyen E (2023). Investigation of concrete slabs made with cement based mortars under impact loads, Gradevinar, 75(2), 117-127.
  • [23] Obaidat YT, Heyden S, Dahlblom O (2010). The effect of CFRP and CFRP/concrete interface models when modelling retrofitted RC beams with fem. Composite Structures, 92(6), 1391-1398.
  • [24] Li C, Hao H, Bi K (2017). Numerical study on the seismic performance of precast segmental concrete columns under cyclic loading. Engineering Structures, 148, 373-386.
Yıl 2023, Cilt: 2023 Sayı: 18, 53 - 61, 03.07.2023

Öz

Kaynakça

  • [1] Demartino C, Wu J, Xiao Y (2017). Experimental and numerical study on the behavior of circular rc columns under impact loading. Procedia Engineering, 199, 2457-2462.
  • [2] Majeed MA, Yigit AS, Christoforou AP (2012). Elastoplastic contact/impact of rigidly supported composites. Composites Part B: Engineering, 43(3), 1244-1251.
  • [3] Viau C, Doudak G (2019) Behaviour and modelling of cross-laminated timber panels with boundary connections subjected to blast loads. Engineering Structures, 197, 109404.
  • [4] Li H, Chen W, Pham TM, Hao H (2021). Analytical and numerical studies on impact force profile of RC beam under drop weight impact. International Journal of Impact Engineering, 147, 103743.
  • [5] Xu X, Ma T, Ning J (2019). Failure mechanism of reinforced concrete subjected to projectile impact loading. Engineering Failure Analysis, 96, 468-483.
  • [6] Yılmaz T, Anil Ö, Erdem RT (2022). Experimental and numerical investigation of impact behavior of rc slab with different opening size and layout. Structures, 84, 818-832.
  • [7] Zhang X, Hao H, Li C (2016). Experimental investigation of the response of precast segmental columns subjected to impact loading. International Journal of Impact Engineering, 95, 105-124.
  • [8] Aghdamy S, Thambiratnam DP, Dhanasekar M (2016). Experimental investigation on lateral impact response of concrete-filled double-skin tube columns using horizontal-impact-testing system. Experimental Mechanics, 56, 1133-1153.
  • [9] Erdem RT (2014). Prediction of acceleration and impact force values of a reinforced concrete slab. Computers and Concrete, 14(5), 563-575.
  • [10] Anil Ö, Erdem RT, Tokgöz MN (2018). Investigation of lateral impact behavior of RC columns. Computers and Concrete, 22(1), 123-132.
  • [11] Abaqus User’s Manual, Version 6.12 (2015). Simulia, Dassault Systèmes Simulia Corp.
  • [12] Sadighi M, Parnanen T, Alderliesten RC, Sayeaftabi M, Benedictus R (2012). Experimental and numerical investigation of metal type and thickness effects on the impact resistance of fiber metal laminates. Applied Composite Materials, 19, 545-559.
  • [13] Genikomsou AS, Polak MA (2015). Finite element analysis of punching shear of concrete slabs using damaged plasticity model in abaqus. Engineering Structures, 98, 38-48.
  • [14] Mars J, Jarraya A, Dammak F, Dhiab A (2015). Finite element implementation of an orthotropic plasticity model for sheet metal in low velocity impact simulations. Thin-Walled Structures, 89, 93-100.
  • [15] Makarem FS, Abed F (2013). Nonlinear finite element modeling of dynamic localizations in high strength steel columns under impact. International Journal of Impact Engineering, 52, 47-61.
  • [16] Liu ZG, Liu Y, Lu J (2012). Numerical simulation of the fluid–structure interaction for an elastic cylinder subjected to tubular fluid flow. Computers & Fluids, 68, 192-202.
  • [17] Liu PF, Liao BB, Jia LY, Peng XQ (2016). Finite element analysis of dynamic progressive failure of carbon fiber composite laminates under low velocity impact. Composite Structures, 149, 408-422.
  • [18] Raza A, Khan Q, Ahmad A (2019). Numerical investigation of load-carrying capacity of gfrp-reinforced rectangular concrete members using cdp model in abaqus. Advances in Civil Engineering, 2019, 1745341, 1-19.
  • [19] Kartheek T, Das TV, (2020). 3D modelling and analysis of encased steel-concrete composite column using abaqus. Materialstoday:Proceedings, 27(2), 1545-1554.
  • [20] Erdem RT (2021). Dynamic responses of reinforced concrete slabs under sudden impact loading. Revista de la Construccion, 20(2), 346-358.
  • [21] Erdem RT, Gücüyen E (2017). Non-linear analysis of reinforced concrete slabs under impact effect. Gradevinar, 69(6), 479–487.
  • [22] Erdem RT, Berberoğlu M, Gücüyen E (2023). Investigation of concrete slabs made with cement based mortars under impact loads, Gradevinar, 75(2), 117-127.
  • [23] Obaidat YT, Heyden S, Dahlblom O (2010). The effect of CFRP and CFRP/concrete interface models when modelling retrofitted RC beams with fem. Composite Structures, 92(6), 1391-1398.
  • [24] Li C, Hao H, Bi K (2017). Numerical study on the seismic performance of precast segmental concrete columns under cyclic loading. Engineering Structures, 148, 373-386.
Toplam 24 adet kaynakça vardır.

Ayrıntılar

Birincil Dil İngilizce
Konular İnşaat Mühendisliği
Bölüm Research Article
Yazarlar

R. Tuğrul Erdem

Engin Gücüyen 0000-0001-9971-8546

Erken Görünüm Tarihi 3 Temmuz 2023
Yayımlanma Tarihi 3 Temmuz 2023
Gönderilme Tarihi 28 Mart 2023
Kabul Tarihi 30 Mayıs 2023
Yayımlandığı Sayı Yıl 2023 Cilt: 2023 Sayı: 18

Kaynak Göster

APA Erdem, R. T., & Gücüyen, E. (2023). Lateral Impact Effect on Circular RC Columns. Journal of New Results in Engineering and Natural Sciences, 2023(18), 53-61.