Advances in nano research

  • 제9권4호
  • /
  • Pages.221-235
  • /
  • 2020
  • /
  • 2287-237X(pISSN)
  • /
  • 2287-2388(eISSN)
테크노프레스 (Techno-Press)
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DOI QR코드

DOI QR Code

Nonlocal dynamic modeling of mass sensors consisting of graphene sheets based on strain gradient theory

  • Mehrez, Sadok (College of Engineering at Al Kharj, Prince Sattam bin Abdulaziz University) ;
  • Karati, Saeed Ali (Department of Civil Engineering, Faculty of Engineering, Universiti Malaysia) ;
  • DolatAbadi, Parnia Taheri (Department of Mechanical, Industrial and Aerospace Engineering, Concordia University) ;
  • Shah, S.N.R. (Department of Civil Engineering, Mehran University of Engineering and Technology, SZAB Campus) ;
  • Azam, Sikander (Division of Computational Physics, Institute for Computational Science, Ton Duc Thang University) ;
  • Khorami, Majid (Facultad de Arquitectura y Urbanismo, Universidad UTE) ;
  • Assilzadeh, Hamid (Institute of Research and Development, Duy Tan University)
  • 투고 : 2019.10.12
  • 심사 : 2020.07.01
  • 발행 : 2020.11.25
⟨ 이전 논문 다음 논문 ⟩

초록

The following composition establishes a nonlocal strain gradient plate model that is essentially related to mass sensors laying on Winkler-Pasternak medium for the vibrational analysis from graphene sheets. To achieve a seemingly accurate study of graphene sheets, the posited theorem actually accommodates two parameters of scale in relation to the gradient of the strain as well as non-local results. Model graphene sheets are known to have double variant shear deformation plate theory without factors from shear correction. By using the principle of Hamilton, to acquire the governing equations of a non-local strain gradient graphene layer on an elastic substrate, Galerkin's method is therefore used to explicate the equations that govern various partition conditions. The influence of diverse factors like the magnetic field as well as the elastic foundation on graphene sheet's vibration characteristics, the number of nanoparticles, nonlocal parameter, nanoparticle mass as well as the length scale parameter had been evaluated.

키워드

과제정보

The work was supported by the Deanship of Scientific Research at Prince Sattam Bin Abdulaziz University under the research project No 2016/01/6698.

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  81. Shah, S., Sulong, N.H.R., Shariati, M., Khan, R. and Jumaat, M. (2016a), "Behavior of steel pallet rack beam-to-column connections at elevated temperatures", Thin-Wall. Struct., 106, 471-483. https://doi.org/10.1016/j.tws.2016.05.021.
  82. Shah, S., Sulong, N.H.R., Jumaat, M. and Shariati, M. (2016b), "State-of-the-art review on the design and performance of steel pallet rack connections", Eng. Fail. Anal., 66, 240-258. https://doi.org/10.1016/j.engfailanal.2016.04.017.
  83. Shah, S., Sulong, N.H.R., Khan, R., Jumaat, M. and Shariati, M. (2016c), "Behavior of industrial steel rack connections", Mech. Syst. Signal Process, 70, 725-740. https://doi.org/10.1016/j.ymssp.2015.08.026.
  84. Shahabi, S., Sulong, N.H.R., Shariati, M., Mohammadhassani, M. and Shah, S. (2016a), "Numerical analysis of channel connectors under fire and a comparison of performance with different types of shear connectors subjected to fire", Steel Compos. Struct., Int. J., 20(3), 651-669. https://10.12989/scs.2016.20.3.651.
  85. Shahabi, S., Sulong, N.H.R., Shariati, M. and Shah, S. (2016b), "Performance of shear connectors at elevated temperatures-A review", Steel Compos. Struct., Int. J., 20(1), 185-203. https://doi.org/10.12989/scs.2016.20.1.185.
  86. Shariat, M., Shariati, M., Madadi, A. and Wakil, K. (2018), "Computational Lagrangian Multiplier Method by using for optimization and sensitivity analysis of rectangular reinforced concrete beams", Steel Compos. Struct., Int. J., 29(2), 243-256. https://doi.org/10.12989/scs.2018.29.2.243.
  87. Shariati, M. (2013), "Behaviour of c-shaped shear connectors in stell concrete composite beams", Ph.D. Dissertation, Universiti Malaya, Kuala Lumpur, Malaysia.
  88. Shariati, A. (2014), "Behaviour of c-shaped angle shear connectors in high strength concrete", M.Sc. Dissertation, Universiti Malaya, Kuala Lumpur, Malaysia.
  89. Shariati, M. (2020), "Evaluation of seismic performance factors for tension-only braced frames", Steel Compos. Struct., Int. J., 35(4), 599-609. https://doi.org/10.12989/scs.2020.35.4.599.
  90. Shariati, M., Ramli Sulong, N.H., and Arabnejad Khanouki, M.M. (2010), "Experimental and analytical study on channel shear connectors in light weight aggregate concrete", Proceedings of the 4th International Conference on Steel & Composite Structures, Sydney, Australia, July.
  91. Shariati, M., Ramli Sulong, N.H., Arabnejad Khanouki, M.M. and Mahoutian, M. (2011a), "Shear resistance of channel shear connectors in plain, reinforced and lightweight concrete", Sci. Res. Essays, 6(4), 977-983. https://doi.org/10.5897/SRE10.1120.
  92. Shariati, M., Ramli Sulong, N.H., Arabnejad Khanouki, M.M., Shafigh, P. and Sinaei, H. (2011b), "Assessing the strength of reinforced concrete structures through ultrasonic pulse velocity and schmidt rebound hammer tests", Sci. Res. Essays, 6(1), 213-220. https://doi.org/10.5897/SRE10.879.
  93. Shariati, M., Ramli Sulong, N.H., Arabnejad Khanouki, M.M. and Shariati, A. (2011c), "Experimental and numerical investigations of channel shear connectors in high strength concrete", Proceedings of the 2011 World Congress on Advances in Structural Engineering and Mechanics, Seoul, Korea, August.
  94. Shariati, M., Ramli Sulong, N.H., Sinaei, H., Arabnejad Khanouki, M.M. and Shafigh, P. (2011d), "Behavior of channel shear connectors in normal and light weight aggregate concrete (experimental and analytical study)", Adv. Mater. Res., 168, 2303-2307. https://doi.org/10.4028/www.scientific.net/AMR.168-170.2303.
  95. Shariati, A., Sulong, N.H.R., Suhatril, M. and Shariati, M. (2012a), "Investigation of channel shear connectors for composite concrete and steel T-beam", Int. J. Phys. Sci., 7(11), 1828-1831. https://doi.org/10.5897/IJPS11.1604.
  96. Shariati, A., Sulong, N.H.R., Suhatril, M. and Shariati, M. (2012b), "Various types of shear connectors in composite structures: A review", Int. J. Phys. Sci., 7(22), 2876-2890. https://doi.org/10.5897/IJPSx11.004.
  97. Shariati, M., Ramli Sulong, N.H. and Arabnejad Khanouki, M.M. (2012c), "Experimental assessment of channel shear connectors under monotonic and fully reversed cyclic loading in high strength concrete", Mater. Des., 34, 325-331. https://doi.org/10.1016/j.matdes.2011.08.008.
  98. Shariati, M., Ramli Sulong, N.H., Suhatril, M., Shariati, A., Arabnejad Khanouki, M.M. and Sinaei, H. (2012d), "Behaviour of c-shaped angle shear connectors under monotonic and fully reversed cyclic loading: An experimental study", Mater. Des., 41, 67-73. https://doi.org/10.1016/j.matdes.2012.04.039.
  99. Shariati, M., Ramli Sulong, N.H., Suhatril, M., Shariati, A., Arabnejad Khanouki, M.M. and Sinaei, H. (2012e), "Fatigue energy dissipation and failure analysis of channel shear connector embedded in the lightweight aggregate concrete in composite bridge girders", Proceedings of the Fifth International Conference on Engineering Failure Analysis, Hague, Netherlands, July.
  100. Shariati, M., Ramli Sulong, N.H., Suhatril, M., Shariati, A., Arabnejad Khanouki, M.M. and Sinaei, H. (2013), "Comparison of behaviour between channel and angle shear connectors under monotonic and fully reversed cyclic loading", Constr. Build. Mater., 38, 582-593. https://doi.org/10.1016/j.conbuildmat.2012.07.050.
  101. Shariati, M., Shariati, A., Ramli Sulong, N.H., Suhatril, M. and Arabnejad Khanouki, M.M. (2014), "Fatigue energy dissipation and failure analysis of angle shear connectors embedded in high strength concrete", Eng. Fail. Anal., 41, 124-134. https://doi.org/10.1016/j.engfailanal.2014.02.017.
  102. Shariati, M., Ramli Sulong, N.H., Shariati, A. and Arabnejad Khanouki, M.M. (2015), "Behavior of v-shaped angle shear connectors: experimental and parametric study", Mater. Struct., 49(9), 3909-3926. https://doi.org/10.1617/s11527-015-0762-8.
  103. Shariati, M., Ramli Sulong, N.H., Shariati, A. and Kueh, A.B.H. (2016), "Comparative performance of channel and angle shear connectors in high strength concrete composites: An experimental study", Constr. Build. Mater., 120, 382-392. https://doi.org/10.1016/j.conbuildmat.2016.05.102.
  104. Shariati, M., Toghroli, A., Jalali, A. and Ibrahim, Z. (2017), "Assessment of stiffened angle shear connector under monotonic and fully reversed cyclic loading", Proceedings of the Fifth International Conference on Advances in Civil, Structural and Mechanical Engineering, Bangkok, Thailand, August. https://doi.org/10.15224/978-1-63248-132-0-44.
  105. Shariati, M., Tahir, M.M., Wee, T.C., Shah, S., Jalali, A., Abdullahi, M.A.M. and Khorami, M. (2018), "Experimental investigations on monotonic and cyclic behavior of steel pallet rack connections", Eng. Fail. Anal., 85, 149-166. https://doi.org/10.1016/j.engfailanal.2017.08.014.
  106. Shariati, M., Azar, S.M., Arjomand, M.A., Tehrani, H.S., Daei, M. and Safa, M. (2019a), "Comparison of dynamic behavior of shallow foundations based on pile and geosynthetic materials in fine-grained clayey soils", Geomech. Eng., Int. J., 19(6), 473-484. https://doi.org/10.12989/gae.2019.19.6.473.
  107. Shariati, M., Faegh, S.S., Mehrabi, P., Bahavarnia, S., Zandi, Y., Masoom, D.R., Toghroli, A., Trung, N.T. and Salih, M.N. (2019b), "Numerical study on the structural performance of corrugated low yield point steel plate shear walls with circular openings", Steel Compos. Struct., Int. J., 33(4), 569-581. https://doi.org/10.12989/scs.2019.33.4.569.
  108. Shariati, M., Heyrati, A., Zandi, Y., Laka, H., Toghroli, A., Kianmehr, P., Safa, M., Salih, M.N. and Poi-Ngian, S. (2019c), "Application of waste tire rubber aggregate in porous concrete", Smart Struct. Syst., Int. J., 24(4), 553-566. https://doi.org/10.12989/sss.2019.24.4.553.
  109. Shariati, M., Mafipour, M.S., Mehrabi, P., Bahadori, A., Zandi, Y., Salih, M.N., Nguyen, H., Dou, J., Song, X. and Poi-Ngian, S. (2019d), "Application of a hybrid artificial neural network-particle swarm optimization (ANN-PSO) model in behavior prediction of channel shear connectors embedded in normal and high-strength concrete", Appl. Sci., 9(24), 5534. https://doi.org/10.3390/app9245534.
  110. Shariati, M., Mafipour, M.S., Mehrabi, P., Zandi, Y., Dehghani, D., Bahadori, A., Shariati, A., Trung, N.T., Salih, M.N. and Poi-Ngian, S. (2019e), "Application of extreme learning machine (ELM) and genetic programming (GP) to design steel-concrete composite floor systems at elevated temperatures", Steel Compos. Struct., Int. J., 33(3), 319-332. https://doi.org/10.12989/scs.2019.33.3.319.
  111. Shariati, M., Rafiei, S., Zandi, Y., Fooladvand, R., Gharehaghaj, B., Shariat, A., Trung, N.T., Salih, M.N., Mehrabi, P. and Poi-Ngian, S. (2019f), "Experimental investigation on the effect of cementitious materials on fresh and mechanical properties of self-consolidating concrete", Adv. Concrete Constr., Int. J., 8(3), 225-237. https://doi.org/10.12989/acc.2019.8.3.225.
  112. Shariati, M., Trung, N.T., Wakil, K., Mehrabi, P., Safa, M. and Khorami, M. (2019g), "Moment-rotation estimation of steel rack connection using extreme learning machine", Steel Compos. Struct., Int. J., 31(5), 427-435. https://doi.org/10.12989/scs.2019.31.5.427.
  113. Shariati, M., Azar, S.M., Arjomand, M.A., Tehrani, H.S., Daei, M. and Safa, M. (2020a), "Evaluating the impacts of using piles and geosynthetics in reducing the settlement of fine-grained soils under static load", Geomech. Eng., Int. J., 20(2), 87-101. https://doi.org/10.12989/gae.2020.20.2.087.
  114. Shariati, M., Ghorbani, M., Naghipour, M., Alinejad, N. and Toghroli, A. (2020b), "The effect of RBS connection on energy absorption in tall buildings with braced tube frame system", Steel Compos. Struct., Int. J., 34(3), 393-407. https://doi.org/10.12989/scs.2020.34.3.393.
  115. Shariati, M., Mafipour, M.S., Ghahremani, B., Azarhomayun, F., Ahmadi, M., Trung, N.T. and Shariati, A. (2020c), "A novel hybrid extreme learning machine-grey wolf optimizer (ELM-GWO) model to predict compressive strength of concrete with partial replacements for cement", Eng. Comput., 2020, 1-23. https://doi.org/10.1007/s00366-020-01081-0.
  116. Shariati, M., Mafipour, M.S., Haido, J.H., Yousif, S.T., Toghroli, A., Trung, N.T. and Shariati, A. (2020d), "Identification of the most influencing parameters on the properties of corroded concrete beams using an adaptive neuro-fuzzy inference system (ANFIS)", Steel Compos. Struct., Int. J., 34(1), 155-170. https://doi.org/10.12989/scs.2020.34.1.155.
  117. Shariati, M., Mafipour, M.S., Mehrabi, P., Ahmadi, M., Wakil, K., Trung, N.T. and Toghroli, A. (2020e), "Prediction of concrete strength in presence of furnace slag and fly ash using Hybrid ANN-GA (artificial neural network-genetic algorithm)", Smart Struct. Syst., Int. J., 25(2), 183-195. https://doi.org/10.12989/sss.2020.25.2.183.
  118. Shariati, M., Naghipour, M., Yousofizinsaz, G., Toghroli, A. and Tabarestani, N.P. (2020f), "Numerical study on the axial compressive behavior of built-up CFT columns considering different welding lines", Steel Compos. Struct., Int. J., 34(3), 377-391. https://doi.org/10.12989/scs.2020.34.3.377.
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