Introduction to Mechanics of Deformable Solids |
From inside the book
Results 1-3 of 74
Page 48
... stress - strain relations for homogeneous tension and compression represent a very limited aspect of the complete ... normal component of force slants to the left so that a shear - force component to the right is needed for balance in the ...
... stress - strain relations for homogeneous tension and compression represent a very limited aspect of the complete ... normal component of force slants to the left so that a shear - force component to the right is needed for balance in the ...
Page 220
... normal stress for any plane through the point . Call the maximum principal stress σ and the minimum principal stress σ3 . Then the intermediate principal stress σ2 , as well as the value of the normal component of stress σ on each plane ...
... normal stress for any plane through the point . Call the maximum principal stress σ and the minimum principal stress σ3 . Then the intermediate principal stress σ2 , as well as the value of the normal component of stress σ on each plane ...
Page 229
... normal stress is negative , or com- pressive , whereas the shear stress is positive , or clockwise around the enclosed area as drawn in both ( c ) and ( d ) . Similarly , results for the inclined plane i are given by a line from the ...
... normal stress is negative , or com- pressive , whereas the shear stress is positive , or clockwise around the enclosed area as drawn in both ( c ) and ( d ) . Similarly , results for the inclined plane i are given by a line from the ...
Other editions - View all
Common terms and phrases
aluminum applied assemblage axial force beam behavior change in length circle circumferential column components of stress computed constant cross section cylinder dashpot deflection diameter dimensions direction displacement elastic elastic-perfectly plastic elongation equations of equilibrium factor of safety free-body sketch homogeneous HR steel idealization increase inelastic initial interior pressure isotropic Kelvin material linear Maxwell linear-elastic linear-viscous load M₂ maximum Maxwell material modulus Mohr's circle neutral axis nonlinear normal stress outer P₁ P₂ perfectly plastic perpendicular plane plastic deformation plastic-limit Prob problem pure bending radial radius ratio residual stress rotation shaft shear strain shear stress shell shown in Fig simple shear simple tension solution statically statically indeterminate stress and strain stress-strain curve stress-strain relations structural Suppose surface symmetry t₁ temperature tensile stress thick-walled thickness time-dependent torsion uniaxial uniform unloading versus viscous yield point yield stress Young's modulus zero ΕΙ σα σο στ