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.
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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
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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.
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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.
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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.
36.
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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