2002
DOI: 10.1016/s0022-5096(02)00051-0
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The elastic response of a cohesive aggregate—a discrete element model with coupled particle interaction

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Cited by 56 publications
(89 citation statements)
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“…For instance, Chang and co-workers (Chang and Misra, 1990;Chang and Lun, 1992;Chang and Liao, 1994;Chang and Gao, 1996;Hicher and Chang, 2005) have derived constitutive relations based on the microstructure for elastic properties of the granular material. Jefferson et al (2002) have presented a discrete particle model which provides an improved estimate for the effective elastic response of cohesive elastic aggregates undergoing homogeneous deformation. Furthermore, Bažant and co-workers have presented microplane model that has been successfully applied to model concrete fracture and anelasticity (Bažant and Caner, 2005).…”
Section: Introductionmentioning
confidence: 99%
“…For instance, Chang and co-workers (Chang and Misra, 1990;Chang and Lun, 1992;Chang and Liao, 1994;Chang and Gao, 1996;Hicher and Chang, 2005) have derived constitutive relations based on the microstructure for elastic properties of the granular material. Jefferson et al (2002) have presented a discrete particle model which provides an improved estimate for the effective elastic response of cohesive elastic aggregates undergoing homogeneous deformation. Furthermore, Bažant and co-workers have presented microplane model that has been successfully applied to model concrete fracture and anelasticity (Bažant and Caner, 2005).…”
Section: Introductionmentioning
confidence: 99%
“…The elastic properties of the compact were also considered as density dependent. These effective properties were calculated based on the modeling work done by Jefferson et al [31] for elastic properties of porous solids. Values for effective Poisson's ratio and effective Young's modulus are presented in Table 2.…”
Section: Coupled Thermal-displacement (Sintering) Detailsmentioning
confidence: 99%
“…1). The normal and tangential forces between bonded particles have been derived from the model and the finite-element calculations given by Jefferson et al [24]. More details may be found in an earlier application of this model [15].…”
Section: Strongly Bonded Aggregatementioning
confidence: 99%
“…Here, w ¼ 0:37 has been taken based on the upper bound of the model of Jefferson et al [24]. The tangential contact force, T b depends linearly on the accumulated tangential displacement at the contact, u T , as [24]:…”
Section: Strongly Bonded Aggregatementioning
confidence: 99%