shear strain

The soil shear strain around the nail-soil changes in radial and regional role from top to bottom of the nail is symmetry.

A modified model is presented by assuming that the relation between the stress ratio and shear strain on the SMP is hyperbolic.

Moreover, high value region of maximum shear strain and superficial expansion in this area is in Tianjing, Beijing, Tangshan area.

Non-uniform shear dilatancy of rock specimen due to plastic shear strain localization is analyzed considering strain gradient effect.

The only strain is a shear strain and the dilatation is zero, these waves are called shear waves.

Results show that the shape of shear stress-shear strain curves is hyperbolic; and no strain-softening phenomenon was observed in the tests.

The shear strain level and confined pressure are the two principal factors affecting the damping value.

Secondly, the left arch and the right arch spring generate the regions of stress concentration for the shear strain distinctly increasing.

The elasticity of copolyester increases with the shear strain but decreases with the temperature.

The shear strain decreases with the increase of the distance to the sheared surface.

A stress-strain diagram can be plotted using shear stress and shear strain.

Symmetry of local plastic shear strain in shear band is considered and in the boundary of the band the strain is zero.

there is a turning-point for the dynamic elastic modulus and dynamic shear strain of silt soil under half-sine wave condition.

The failure shear strain in the triaxial tests and the displacement in the direct shear tests are suggested.

Beijing-Tianjing-Bohai and Xingtai regions are higher shear strain rate region.

And the new point that shear strain and bending of the chip are as main reasons is developed.

Higher DA results in higher values of shear strain and volumetric strain in shear band.

In this paper, the relation of shear strain rate with shear stress of the urban sewage is determined based on experiments.

A new concept for large strain-true shear strain-was proposed based on the definition of strain at infinitesimal deformation.

The shear strain can be determined in the following way.

The data of shear strain 1 and 2 agree with their theoretical values on the whole after in-situ calibration.

Microstructure transformation of ultrafine eutectoid lamellar under deformation of shear strain

Analysis of Measurement Error on Bending Shear Strain in a Cylinder under Bending and Torsion

True Shear Strain and Its Application in Equal Channel Angular Pressing

A Rectangular Plate Bending Element Suitable for Transverse Shear Strain Deformation

Aerospace series - Non-metallic materials; Structural adhesives; Test method - Part 6: Determination of shear stress and shear strain

Validatable pathogenic theory of shear strain ulcerative diseases and mechanism of gastric ulcer

Experimental study on effect of shear strain accumulation on dynamic shear modulus and damping ratio of clay soil

Effects of shear strain rate on mechanical behavior of Zhanjiang strong structured clay

Standard Method of Test for Determining the Permanent Shear Strain and Stiffness of Asphalt Mixtures using the Superpave Shear Tester (SST)

The model of plastic shear strain gradient on size effect in uniaxial compression of rock specimen

Research on pore water pressure and residual shear strain characteristics of sand clay

Volumetric cyclic threshold shear strain;

Analysis of Shear Strain Under Large Torsion Deformation

Matrix Analysis Method of Twin Effect of Shear Lag and Shear Strain for Rectilinear Box Beam

Effects on maximum shear strain of soil layer surface of vertical seismic motion

Design of Shear Strain Testing System Based on Electromagnetic Testing

Forces in group of bolts subject to shear strain