Results 271 to 280 of about 2,504,311 (348)
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GRADIENT ENHANCED DAMAGE FOR QUASI-BRITTLE MATERIALS
International Journal for Numerical Methods in Engineering, 1996Summary: Conventional continuum damage descriptions of material degeneration suffer from loss of well-posedness beyond a certain level of accumulated damage. As a consequence, numerical solutions are obtained which are unacceptable from a physical point of view.
Peerlings, R.H.J. +3 more
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Gradient-extended brittle damage modeling
2020An elastic-brittle anisotropic model is presented based on the work by Fassin et al. (2019a). After discussing the local model equations and the incorporation of crack-closure, the gradient extension using the micromorphic approach according to Forest (2009) is briefly summarized.
T.T. Nguyen +4 more
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Condition insensitive damage indicator for brittle rock
International Journal of Rock Mechanics and Mining Sciences & Geomechanics Abstracts, 1997Abstract The authors have been seeking a ‘condition insensitive damage indicator’ for brittle rock. It is defined here as a measurable physical quantity and has a certain value at the peak load. It should be insensitive to experimental conditions such as confining pressure, loading rate, water content etc.
Y. Fujii, T. Kiyama, Y. Ishijima
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Threshold-based Quasi-static Brittle Damage Evolution
Archive for Rational Mechanics and Analysis, 2008zbMATH Open Web Interface contents unavailable due to conflicting licenses.
GARRONI, Adriana, Christofer Larsen
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Friction-damage coupled model for brittle materials
Engineering Fracture Mechanics, 2004By considering a tensorial description of the damage and of the unilateral and frictional effects on the displacement jump across the crack faces, an anisotropic constitutive model based on the assumption of linear elastic matrix weakened by microcraks is derived.
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Dynamic damage evolution in brittle solids
Mechanics of Materials, 1992Abstract For brittle solids containing preexisting microflaws, a two-dimensional model is developed to simulate dynamic damage evolution in uniaxial compression. Frictional, and rate-dependent and rate-independent plastic constitutive relations are considered to describe the deformation of preexisting microflaws.
H. Deng, S. Nemat-Nasser
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2011
Besides ductile materials considered hitherto, a variety of brittle materials, like concrete, rocks and ceramics, are widely employed in engineering practice. Their mechanical behavior can not be described by the elastic-plastic damage theory or by the viscoplastic damage theory discussed already.
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Besides ductile materials considered hitherto, a variety of brittle materials, like concrete, rocks and ceramics, are widely employed in engineering practice. Their mechanical behavior can not be described by the elastic-plastic damage theory or by the viscoplastic damage theory discussed already.
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Mathematics and mechanics of solids, 2020
In this paper, a quasi-brittle damage model for micro-architectural materials is presented within the framework of isogeometric analysis to exploit the high-order continuity of the non-uniform B-spline basis functions.
T. Nguyen, J. Niiranen
semanticscholar +1 more source
In this paper, a quasi-brittle damage model for micro-architectural materials is presented within the framework of isogeometric analysis to exploit the high-order continuity of the non-uniform B-spline basis functions.
T. Nguyen, J. Niiranen
semanticscholar +1 more source
A nonlocal continuum damage model for brittle fracture
Engineering Fracture Mechanics, 2018A nonlocal constitutive model for damageable brittle and quasi-brittle materials, capable of predicting multi-site damage initiation and arbitrary fracture paths, is developed as a general standard model. It is implemented as a VUMAT in Abaqus to simulate several cases to demonstrate its application.
Zhenyuan Gao, Liang Zhang, Wenbin Yu
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Investigating brittle damage of buried pipelines under dip-slip faulting with peridynamics
Acta Geotechnica, 2022Panyu Liao +4 more
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