shear strain वाक्य
उदाहरण वाक्य
मोबाइल
- Defining \ phi _ { 12 } \, \ ! as the shear strain or reduction in the angle between two line elements that were originally perpendicular, we have
- Cahn considered this problem, and concluded that shear would be absent for modulations along,, and that for other directions the effect of shear strains would be small.
- Of considerably greater importance than the volume change is the shear strain which has a magnitude of about 0.26 and which determines the shape of the plates of martensite.
- Along the boundary both normal and shear strains have occurred in the rift . Plates are throw that has occurred has been estimated at in extension and in the vertical direction.
- Engineering shear strains are double the value of the corresponding tensor shear, such as " S " 6 = 2 " S " 12 and so on.
- It can be seen that the tensorial shear strain components of the infinitesimal strain tensor can then be expressed using the engineering strain definition, \ gamma \, \ !, as
- Strain can be described as a tensor with three principal strains ( ? x, ? y and ? z in a Cartesian coordinate system ), and six shear strains components.
- Simple shear with the rate \ dot \ gamma is the combination of pure shear strain with the rate of \ dot \ gamma and rotation with the rate of \ dot \ gamma:
- Additionally, the cycle of non-Newtonian way, which causes their viscosity to change with the rate of shear strain experienced during compression and rarefaction; again, this varies with frequency.
- The point is difficult to predict in mold design because it is dependent on the solid fraction, the structure of the solidified particles, and the local shear strain rate of the fluid.
- The " true shear strain " is defined as the change in the angle ( in radians ) between two material line elements initially perpendicular to each other in the undeformed or initial configuration.
- The engineering shear strain, or the change in angle between two originally orthogonal material lines, in this case line \ overline { AC } \, \ ! and \ overline { AB } \, \ !, is defined as
- Langevin HM, Fox JR, Koptiuch C, Badger GJ, Greenan-Naumann AC, Bouffard NA, Konofagou EE, Lee WN, Triano JJ, Henry SM . Reduced thoracolumbar fascia shear strain in human chronic low back pain.
- The " engineering shear strain " is defined as the tangent of that angle, and is equal to the length of deformation at its maximum divided by the perpendicular length in the plane of force application which sometimes makes it easier to calculate.
- The shear modulus G is defined as ratio of shear stress to shear strain : G = stress / strain = F�L / ( A�dx ), where F is the applied force, A is the area upon which the force acts, dx is the resulting displacement and L is the initial length.
- The state of strain at a material point of a continuum body is defined as the totality of all the changes in length of material lines or fibers, the " normal strain ", which pass through that point and also the totality of all the changes in the angle between pairs of lines initially perpendicular to each other, the " shear strain ", radiating from this point.
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