Figure 1.
Free vs surface-tethered VWF extension under flowshows inconsistent behavior. (A) Diagram illustrating21 free-in-flow (blue) vs surface-tethered (red) VWF with applied shear flow. (B) Data from the study by Schneider et al22 (blue) showing normalized extension vs shear stress for free VWF and data from the study by Fu et al6 (red) showing normalized extension vs shear for tethered VWF. Required shear stress for free-VWF extension is expected to be higher than required shear stress for surface-tethered extension, but experimentally, the opposite was observed. (C) Predictions of mean extension in response to shear stress based on a Brownian dynamics model with a strong Lennard-Jones (LJ) interaction potential proposed by Schneider et al22 for both a free-in-flow (blue) and tethered (red) polymer. Lengths are normalized based on the maximum observed length in the direction of flow.

Free vs surface-tethered VWF extension under flowshows inconsistent behavior. (A) Diagram illustrating21 free-in-flow (blue) vs surface-tethered (red) VWF with applied shear flow. (B) Data from the study by Schneider et al22 (blue) showing normalized extension vs shear stress for free VWF and data from the study by Fu et al6 (red) showing normalized extension vs shear for tethered VWF. Required shear stress for free-VWF extension is expected to be higher than required shear stress for surface-tethered extension, but experimentally, the opposite was observed. (C) Predictions of mean extension in response to shear stress based on a Brownian dynamics model with a strong Lennard-Jones (LJ) interaction potential proposed by Schneider et al22 for both a free-in-flow (blue) and tethered (red) polymer. Lengths are normalized based on the maximum observed length in the direction of flow.

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