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Thankx for the reply, I am new to strain components. just a few fundamental question what are the possibilities that the shear starin exy should be zero even when exx and eyy should have some values.logiccaly applying the strain in a continumm where will a deformation lead to shear component...

I am trying to plot the components of the strain EXX,EYY and EXY in a 2D framework in MATLAB. The tensor matrix i have is B[exx,exy;exy,eyy]with each component 32x32 array. The values of Eyy is zero does that mean that there is no strain in the y direction between the two entitie sthat I am...