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Understanding Mohr's Circle: Shear Stress and Normal Stress Interactions
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[QUOTE="chetzread, post: 5531486, member: 597855"] [h2]Homework Statement [/h2] [URL]http://www.efunda.com/formulae/solid_mechanics/mat_mechanics/plane_stress_principal.cfm[/URL] in this notes , i couldn't understand that why there exists an angle (θp) where the shear stress (τ[I]x'y'[/I] ) becomes zero , [COLOR=#ff0000](only normal stress acting )[/COLOR] is there any proof on this ? for the second part , why when we find max shear stress , there's also average normal stress acting ? [h2]Homework Equations[/h2][h2]The Attempt at a Solution[/h2] is the second diagram wrong ? when we find max shear stress , there should not be average normal stress acting ...[/B] [/QUOTE]
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Understanding Mohr's Circle: Shear Stress and Normal Stress Interactions
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