Related Experiment Video
Updated: Jun 10, 2025

09:06
Evaluation of the Curing of Adhesive Systems by Rheological and Thermal Testing
Published on: July 3, 2020
7.2K
Cross-Linker Architectures Impact Viscoelasticity in Dynamic Covalent Hydrogels
Yung-Hao Lin1, Junzhe Lou2, Yan Xia3
1Department of Chemical Engineering, Stanford University, Stanford, CA, 94305, USA.
Advanced Healthcare Materials
|October 16, 2024
Summary
Dynamic covalent cross-linked (DCC) hydrogels offer tunable mechanical properties. This study reveals how cross-linker architecture in hydrazone-based alginate hydrogels significantly impacts stiffness and viscoelasticity for biomaterial applications.
Area of Science:
- Biomaterials Science
- Polymer Chemistry
- Mechanobiology
Background:
- Dynamic covalent cross-linked (DCC) hydrogels mimic native tissue mechanics with viscoelasticity and self-healing.
- Traditional hydrogels lack the tunable mechanical properties of DCC hydrogels.
- The influence of cross-linker architecture on DCC hydrogel viscoelasticity remains underexplored.
Purpose of the Study:
- To investigate how varying cross-linker architectures affect the stiffness and viscoelasticity of hydrazone-based alginate hydrogels.
- To establish structure-property relationships for designing DCC hydrogels with specific mechanical profiles.
Main Methods:
- Synthesized alginate hydrogels utilizing hydrazone dynamic covalent chemistry.
- Varied cross-linker concentration, stoichiometry, and architecture (side-chain cross-linker (SCX), linear telechelic (LX), and star telechelic (SX)).
- Characterized hydrogel mechanical properties including stiffness and stress relaxation dynamics.
Main Results:
- SCX hydrogels: increased stiffness and slower stress relaxation with higher concentrations; reduced stiffness and faster relaxation with off-stoichiometric ratios.
- Telechelic hydrogels (LX and SX): maximal stiffness and relaxation at intermediate mixing ratios; higher valency enhanced properties.
- Distinct mechanical property ranges were achieved across architectures; SCX exhibited slower relaxation, SX showed greater stiffness and slower relaxation than LX.
Conclusions:
- Cross-linker architecture is a critical determinant of DCC hydrogel stiffness and viscoelasticity.
- Tailoring cross-linker design allows for precise control over hydrogel mechanical properties.
- These findings provide a foundation for developing advanced DCC hydrogels for regenerative medicine and mechanobiology.
Related Concept Videos
Dynamic Modulus of Elasticity of Concrete
267
The dynamic modulus of elasticity assesses how a concrete structure deforms under impact or dynamic loads. It is typically higher than the static modulus of elasticity, measured under slow, steady loading conditions.
The sonic test is a common method to determine the dynamic modulus. In this test, a concrete beam, sized either 6 x 6 x 30 inches or 4 x 4 x 20 inches, is clamped at its center. Vibrations are initiated at one end of the beam by an electromagnetic exciter unit powered by...
The sonic test is a common method to determine the dynamic modulus. In this test, a concrete beam, sized either 6 x 6 x 30 inches or 4 x 4 x 20 inches, is clamped at its center. Vibrations are initiated at one end of the beam by an electromagnetic exciter unit powered by...
267
Elasticity in Concrete
87
Upon subjecting concrete to moderate or high uniaxial compressive or tensile stresses, the strain response is non-linear relative to the stress applied. As the stress is removed, the resulting stress-strain curve deviates from the original path traced during loading, creating a hysteresis loop, indicative of the concrete's non-linear and non-elastic properties. Typically, a material's modulus of elasticity, which is a measure of the material's stiffness, is inferred from the linear...
87
Generalized Hooke's Law
853
The generalized Hooke's Law is a broadened version of Hooke's Law, which extends to all types of stress and in every direction. Consider an isotropic material shaped into a cube subjected to multiaxial loading. In this scenario, normal stresses are exerted along the three coordinate axes. As a result of these stresses, the cubic shape deforms into a rectangular parallelepiped. Despite this deformation, the new shape maintains equal sides, and there is a normal strain in the direction of the...
853

