Exact(2)
The shear response is highly nonlinear and has four distinct regions: linear elastic rotation region, dissipative rotation region, yarn compression region and shear locking region, and it is not dependent upon specimen size after normalization.
Here it is shown that an elastic plate/beam, with an end perfectly bonded at its top and bottom surfaces to a rigid constraint, deflects an additional amount due to elastic rotation effects within the support.
Similar(6)
Although limited in size (∼30 μm3), these micro-volumes are associated to an intense elastic/plastic activity resulting from very high local stresses due to the elastic rotations.
The evolution in time for the Cauchy stress, plastic part of deformation, tensorial hardening variables and elastic rotations involves the objective derivatives associated with the same elastic spin.
In this model the orientation of the orthotropy directions are characterized in terms of the Euler angles, which replace the elastic rotations.
The present paper deals with the orientational anisotropy, in the multiplicative elasto-plastic models with non-zero spin and initial orthotropic anisotropy, under the supposition of small elastic strains, while elastic rotations and plastic deformations are large.
The dips of cones can be accounted for elastic-stress rotation occurring around the source.
Arches with different types of boundary conditions, including those with elastic constraint against rotation at their ends, are considered.
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