2011
DOI: 10.1007/s00466-011-0622-5
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2D simulation of the deformation of pH-sensitive hydrogel by novel strong-form meshless random differential quadrature method

Abstract: The objective of presented work is to simulate the response of 2D hydrogel when subjected to the varying pH of buffer solution and initial fixed-charge concentration inside the hydrogel. The novelty of the work is that this is the first attempt to perform the 2D simulation of pHresponsive hydrogel by novel strong-form meshless method, such as random differential quadrature (RDQ) method. The analytical equations, derived for the hydrogel deformation in the x and y directions, are numerically verified by the squ… Show more

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Cited by 16 publications
(6 citation statements)
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“…Finite element simulation of hydrogel swelling has been expedited with the development of monophasic swelling theories (Kang et al, 2008; Suthar et al, 2010a, 2010b, 2013; Wallmersperger et al, 2011a; Yi et al, 2017; Yulianti et al, 2011). Various finite-element-based methods have been proposed in the literature, such as in-house codes (Bouklas et al, 2015; Lai and Li, 2010; Li and Mulay, 2011), implementation through user-defined subroutines of ABAQUS (e.g. including user-defined hyperelastic material (Ding et al, 2013; He et al, 2012; Hong et al, 2009; Marcombe et al, 2010; Zalachas et al, 2013), user-defined element (Chester et al, 2015), and user-defined heat transfer with the analogy between the mass and heat transfer phenomena), and implementation using COMSOL platform (Caccavo and Lamberti, 2017; Lucantonio et al, 2013; Wang et al, 2018).…”
Section: 3 Numerical Implementationmentioning
confidence: 99%
See 1 more Smart Citation
“…Finite element simulation of hydrogel swelling has been expedited with the development of monophasic swelling theories (Kang et al, 2008; Suthar et al, 2010a, 2010b, 2013; Wallmersperger et al, 2011a; Yi et al, 2017; Yulianti et al, 2011). Various finite-element-based methods have been proposed in the literature, such as in-house codes (Bouklas et al, 2015; Lai and Li, 2010; Li and Mulay, 2011), implementation through user-defined subroutines of ABAQUS (e.g. including user-defined hyperelastic material (Ding et al, 2013; He et al, 2012; Hong et al, 2009; Marcombe et al, 2010; Zalachas et al, 2013), user-defined element (Chester et al, 2015), and user-defined heat transfer with the analogy between the mass and heat transfer phenomena), and implementation using COMSOL platform (Caccavo and Lamberti, 2017; Lucantonio et al, 2013; Wang et al, 2018).…”
Section: 3 Numerical Implementationmentioning
confidence: 99%
“…Besides the finite element method, meshless methods are also used for simulation of hydrogels behavior (Wang et al, 2006). However, there is a wide variety of approaches for meshless methods which has been used in the modeling of hydrogels including the improved complex variable element-free Galerkin (Li et al, 2014), strong-form meshless random differential quadrature method (Li and Mulay, 2011), finite cloud method (De and Aluru, 2004; De et al, 2002), and Hermite-Cloud method (Chen et al, 2005; Lam et al, 2006; Li, 2009; Li and Lai, 2010, 2011; Li and Yew, 2010; Li et al, 2003, 2004a, 2004b, 2005a, 2005b, 2006, 2007a, 2007b, 2007c, 2007d, 2008, 2011, 2014; Ng et al, 2007).…”
Section: 3 Numerical Implementationmentioning
confidence: 99%
“…Further developments achieved by Shu et al [7] based on Polynomial-based differential quadrature, (PDQ) (Shu and Richards [8]; Shu et al [9] ), Fourier expansion-based differential quadrature (FDQ) ( Shu and Xue [10]; Shu and Chew [11]) and RBF-DQ based on Radial Basis Function, (Shu et al [12], [13]). Now DQM has been applied successfully in many fields such as fluid dynamics (Shu et al [14], [15]; Tsai et al [16]), solid mechanics (Wang et al [17]), chemical engineering (Civan,[18]; Li and Mulay [19]), vibration and buckling (Mahmoud et al [20]; Danesh et al [21]), Geotechnics (Chen et al [22]), mass transfer (Char et al [23]). In groundwater fields, Kaya and Arisoy [24] used DQM to solve three one-dimensional aquifer flow equation problems including a confined aquifer flow with time dependent boundary conditions, a composite confined aquifer and an unconfined aquifer with seepage.…”
Section: Introductionmentioning
confidence: 99%
“…The strip is fixated at one end electric field, leads to a bending of the non which can be used for sensors and actuators in biological and other aqueous environments reproduced and analyzed in detail in various numerical studies [ Equations (6)- (9) are typically solved with finite element methods. Alternatively, meshless methods have been used [39,40,50,[53][54][55][56], which are conceptually more complex but avoid the definition and adaptation of a mesh grid during the simulation. In finite element and meshless methods, boundary conditions have to be defined on the hydrogel surface with a flow velocity , is added to the right side of Equation obeys the Poisson equation:…”
mentioning
confidence: 99%