2015
DOI: 10.1016/j.ijbiomac.2015.04.049
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Steady shear flow properties of Cordia myxa leaf gum as a function of concentration and temperature

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Cited by 19 publications
(15 citation statements)
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“…The thixotropic features of samples were measured by applying hysteresis tests. σ (Pa)– γ (s −1 ) consequences were analyzed by various models comprising Power law (Cengiz, Dogan, & Karaman, ), Herschel–Bulkley (Naji‐Tabasi & Razavi, ), Bingham (Khalili Garakani et al, ), Casson (Razmkhah, Razavi, & Mohammadifar, ), Heinz (Song, Kim, & Chang, ), and Mizrahi–Berk models (Mizrahi & Berk, ) as follows: σ=kγ.nnormalp σ=kHγ.nnormalH+σ0normalH. σ=kBγ.+σ0B. σ0.5=kCγ.0.5+σ00.5. σ23=kHγ.23+σ023. σ0.5=kMγ.nnormalM+σ00.5. where k is the consistency coefficient (Pa s n ), σ 0 is the yield stress (Pa), and n is flow behavior index (dimensionless) (Chaharlang & Samavati, ).…”
Section: Methodsmentioning
confidence: 99%
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“…The thixotropic features of samples were measured by applying hysteresis tests. σ (Pa)– γ (s −1 ) consequences were analyzed by various models comprising Power law (Cengiz, Dogan, & Karaman, ), Herschel–Bulkley (Naji‐Tabasi & Razavi, ), Bingham (Khalili Garakani et al, ), Casson (Razmkhah, Razavi, & Mohammadifar, ), Heinz (Song, Kim, & Chang, ), and Mizrahi–Berk models (Mizrahi & Berk, ) as follows: σ=kγ.nnormalp σ=kHγ.nnormalH+σ0normalH. σ=kBγ.+σ0B. σ0.5=kCγ.0.5+σ00.5. σ23=kHγ.23+σ023. σ0.5=kMγ.nnormalM+σ00.5. where k is the consistency coefficient (Pa s n ), σ 0 is the yield stress (Pa), and n is flow behavior index (dimensionless) (Chaharlang & Samavati, ).…”
Section: Methodsmentioning
confidence: 99%
“…where k is the consistency coefficient (Pa s n ), σ 0 is the yield stress (Pa), and n is flow behavior index (dimensionless) (Chaharlang & Samavati, 2015).…”
Section: Steady Shear Flow Calculations Shear Stress-shear Rate Relmentioning
confidence: 99%
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“…Shear stress and apparent viscosity were recorded as a function of shear rate. Shear stress (σ)–shear rate ( γ ∘ ) results were fitted with different models including power law (Adeli & Samavati, ), Herschel–Bulkley (Salehi, Kashaninejad, & Behshad, ), Bingham (Razavi, Taheri, & Quinchia, ), Casson (Koocheki, Taherian, & Bostan, ), Heinz (Song, Kim, & Chang, ), and Mizrahi–Berk (Mizrahi & Berk, ) models: σ=kγ.np. σ=kHγ.nH+σ0H. σ=kBγ.+σ0B. σ0.5=kCγ.0.5+σ00.5. σ23=kHγ.23+σ023. σ0.5=kMγ.nM+σ00.5. where σ is the shear stress (Pa), γ ∘ is the shear rate ( per s), k is the consistency coefficient (Pa·s n ), σ 0 is the yield stress (Pa) and n is flow behavior index (dimensionless) (Chaharlang & Samavati, ).…”
Section: Methodsmentioning
confidence: 99%