2009
DOI: 10.1039/b810041a
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Fracture and large strain behavior of self-assembled triblock copolymer gels

Abstract: International audienceThe rate dependence of fracture has been studied in a series of physically associating triblock copolymer gels that have a well-defined molecular structure. Compressive experiments were performed to develop a strain energy function that accurately captures the strain hardening behavior of these materials. This same strain energy function was utilized in a finite element model of the crack tip stresses, which become highly anisotropic at stress values below the failure strength of the gels… Show more

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Cited by 127 publications
(203 citation statements)
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“…13 Linear and non-linear mechanical behavior was thoroughly investigated as well. 1,13,14 The structure and mechanical properties of the physically associating solutions are dependent on temperature, as described in detail elsewhere. [14][15][16] In summary, at high temperatures (> 70°C) the triblock copolymer is fully dissolved in the solvent, forming a freely flowing, low-viscosity fluid.…”
Section: Methodsmentioning
confidence: 99%
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“…13 Linear and non-linear mechanical behavior was thoroughly investigated as well. 1,13,14 The structure and mechanical properties of the physically associating solutions are dependent on temperature, as described in detail elsewhere. [14][15][16] In summary, at high temperatures (> 70°C) the triblock copolymer is fully dissolved in the solvent, forming a freely flowing, low-viscosity fluid.…”
Section: Methodsmentioning
confidence: 99%
“…At larger strains, the finite extensibility of the network strands and the subsequent strain-stiffening behavior is accurately described by a single fitting parameter, J*. This expression has been employed previously to describe the large strain behavior of elastic, self-assembled triblock copolymer gels deformed in uniaxial compression 1 and shear 14 and equivalent functions have been applied to describe the non-linear elasticity of biological systems 33 and recently stiff polymer networks. 34 The physically associating solution is assumed to deform affinely, so that the local extension ratios We assume that strain energy is stored in deformed 'network strands' or 'bonds', which in our case correspond to bridging midblocks that span different endblock aggregates.…”
Section: Constitutive Modelmentioning
confidence: 99%
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“…Some of these applications have stimulated interest in understanding the fracture mechanics of soft materials (e.g., Baumberger et al 2006;Bouchbinder et al 2008;Krishnan et al 2008;Seitz et al 2009;Cristiano et al 2010;Livne et al 2010). However, in comparison with the vast literature on fracture of stiff solids, such as ceramics and metals, fracture of highly compliant soft elastic solids received much less attention and is not well understood.…”
Section: Introductionmentioning
confidence: 99%