Results 11 to 20 of about 527,261 (298)

Shear, pure and simple [PDF]

open access: yesInternational Journal of Non-Linear Mechanics, 2019
In a 2012 article in the International Journal of Non-Linear Mechanics, Destrade et al. showed that for nonlinear elastic materials satisfying Truesdell's so-called empirical inequalities, the deformation corresponding to a Cauchy pure shear stress is not a simple shear. Similar results can be found in a 2011 article of L. A. Mihai and A. Goriely.
Christian Thiel   +3 more
openaire   +3 more sources

A non-monotonic constitutive model is not necessary to obtain shear banding phenomena in entangled polymer solutions [PDF]

open access: yes, 2008
In 1975 Doi and Edwards predicted that entangled polymer melts and solutions can have a constitutive instability, signified by a decreasing stress for shear rates greater than the inverse of the reptation time.
J. M. Adams, M. Doi, P. D. Olmsted
core   +3 more sources

Start-up inertia as an origin for heterogeneous flow [PDF]

open access: yes, 1999
For quite some time non-monotonic flow curve was thought to be a requirement for shear banded flows in complex fluids. Thus, in simple yield stress fluids shear banding was considered to be absent.
Boer, H.   +6 more
core   +10 more sources

Simple Shear Test in Identification of Constitutive Behaviour of Materials Submitted to Large Deformations — Hyperelastic Materials Case

open access: yesEngineering Transactions, 2006
The present work is directed at evaluation of the simple shear test for identification of constitutive behaviour of materials submitted to large deformations.
A. Ziółkowski
doaj   +1 more source

Experimental determination of deformation homogeneity and shear states using the digital image correlation method

open access: yesPolymer Testing, 2021
One of the great challenges in the pure shear and simple shear tests is to maintain the deformation state and deformation homogeneity of a specimen under large deformations.
J.C.A.D. Filho, L.C.S. Nunes
doaj   +1 more source

Liquefaction Behavior of Bushehr Coastal Carbonate Sand [PDF]

open access: yesJournal of Hydraulic Structures, 2022
Over the past few years, liquefaction phenomena have always been one of the challenging issues in geotechnical engineering. The occurrence of liquefaction is due to cyclic tensions resulting from zero effective stress in the soil mass.
Ahmadreza Mazaheri   +2 more
doaj   +1 more source

Shear response of iron ore tailings under monotonic loadings [PDF]

open access: yesE3S Web of Conferences
Dry stacking is a disposition method that is quickly becoming a trend for the mining industry in Brazil. With several cases in which compacted mine tailings are positioned on the top of hydraulically disposed tailings which were placed into pits.
Medina Guilherme Schmitt   +5 more
doaj   +1 more source

Mechanical test and action mechanism of interface between gravel soil and concrete

open access: yesFrontiers in Earth Science, 2023
The mechanical properties of the gravel soil-concrete structure interface are one of the important issues in academia and engineering. In this research, gravel soil samples were collected from the Three Gorges Reservoir region to carry out simple shear ...
Peng Du   +4 more
doaj   +1 more source

Evidence of a non-local ø(I) response [PDF]

open access: yesEPJ Web of Conferences, 2021
Granular dilatancy has been previously characterised through a simple linear relationship between the packing fraction and dimensionless shear rate. However, this relationship was developed for granular flows in a simple shear cell geometry.
Robinson James   +2 more
doaj   +1 more source

Thermo-plastic instability in simple shear [PDF]

open access: yesJournal of the Mechanics and Physics of Solids, 1982
A theoretical description of thermo-plastic instability in simple shear is presented in a system of equations describing plastic deformation, the first law of thermodynamics and Fourier's heat transfer rule. Both mechanical and thermodynamical parameters influence instability and it is shown that two different modes of instability may exist.
openaire   +2 more sources

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