2019
DOI: 10.1007/s11340-019-00507-1
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Quasi-Static and High Strain Rate Simple Shear Characterization of Soft Polymers

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Cited by 25 publications
(21 citation statements)
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“…From Table 1, the direct shear characterisation using the proposed methodology yielded shear modulus values that are closer in magnitude to the shear modulus values in Subhash et al [7] (calculated from Equation 1 using uniaxial moduli) when compared to those obtained in Upadhyay et al [28] This is likely the result of the refined method of using 2-D DIC on both side faces of the specimen, compared to the single-sided DIC commonly employed in the literature. [6,32,[34][35][36] Single-sided DIC measures the local shear strains on a single face of the test specimen and pairs it to an average shear stress for the entire sample, thus not accounting for non-uniform strain distribution or twist within the specimen itself. On the other hand, using 2-D DIC and the integration method on both specimen faces accounts for these non-uniformities and twist resulting in a more accurate method of capturing the shear behaviour of the soft material.…”
Section: Resultsmentioning
confidence: 99%
See 1 more Smart Citation
“…From Table 1, the direct shear characterisation using the proposed methodology yielded shear modulus values that are closer in magnitude to the shear modulus values in Subhash et al [7] (calculated from Equation 1 using uniaxial moduli) when compared to those obtained in Upadhyay et al [28] This is likely the result of the refined method of using 2-D DIC on both side faces of the specimen, compared to the single-sided DIC commonly employed in the literature. [6,32,[34][35][36] Single-sided DIC measures the local shear strains on a single face of the test specimen and pairs it to an average shear stress for the entire sample, thus not accounting for non-uniform strain distribution or twist within the specimen itself. On the other hand, using 2-D DIC and the integration method on both specimen faces accounts for these non-uniformities and twist resulting in a more accurate method of capturing the shear behaviour of the soft material.…”
Section: Resultsmentioning
confidence: 99%
“…Fine chalk powder (100–200 μm) was blown onto both sides of the test specimen to create a random, homogeneous pattern across the test area. [ 34 ] Images of the specimen's deformation were taken at regular intervals of one picture per second using two 5.0‐MP CCD cameras (GRAS‐50S5M‐C [Sony ICX 625 CCD], FLIR Systems, Inc., Richmond, Canada). The pixel resolution of the cameras is 2,448 × 2,048 pixels, and the spatial resolution is ~40 pixels mm −1 , such that around 140 pixels exist along the width of the specimen test section.…”
Section: Experimental Methodsmentioning
confidence: 99%
“…For material characterisation and model parameter identification, simple shear is a very important deformation state (cf. other works [ 1‐11 ] and Upadhyay et al [ 12 ] ). Especially for engineering components like rubber bushings or earthquake isolation bearings, simple shear plays a very important role.…”
Section: Introductionmentioning
confidence: 86%
“…As pointed out in literature, a basic problem of simple shear deformation is the uniform load introduction (cf. Whitney et al [ 1 ] and Upadhyay et al [ 12 ] ). One of the best‐known representatives of simple shear specimens is the cylindrical double‐shear‐specimen, used at the Tun Abdul Razak Research Centre (TARRC) in Hertford (cf.…”
Section: Introductionmentioning
confidence: 99%
“…Ultrapure water is produced by a Milli-Q water purification system (Millipore Corporation, Bedford, MA). Hydrogel specimens are prepared by first dissolving PEGDA in ultrapure water to obtain A previous study by the authors 50 developed an approach to perform simple shear experiments on polydimethylsiloxane at high strain rates using a modified split-Hopkinson pressure bar (SHPB) setup. This experimental approach is adopted in this work to investigate the shear-thickening behavior in PEGDA hydrogels.…”
Section: Simulation and Experimental Methodsmentioning
confidence: 99%