Introduction to Mechanics of Deformable Solids |
From inside the book
Results 1-3 of 20
Page 228
... Mohr's circle for the components of stress acting on any plane perpendicular to the plane of the paper . Two points are sufficient to determine the circle , because its center must lie on the on axis . The center of the Mohr's circle is ...
... Mohr's circle for the components of stress acting on any plane perpendicular to the plane of the paper . Two points are sufficient to determine the circle , because its center must lie on the on axis . The center of the Mohr's circle is ...
Page 252
... Mohr's circle : Try is negative , Tyr ( c ) ( a ) Positive shear stress ; is positive , Yay is negative , and Yyx is positive . ( c ) For Mohr's circle yns is negative , yεn is positive . Angular change is transverse motion divided by ...
... Mohr's circle : Try is negative , Tyr ( c ) ( a ) Positive shear stress ; is positive , Yay is negative , and Yyx is positive . ( c ) For Mohr's circle yns is negative , yεn is positive . Angular change is transverse motion divided by ...
Page 373
... Mohr's - circle construction . ( Moment of inertia always is positive and so causes no difficulty . ) Figure 14.25 shows the convention and construction of the circle . The product of inertia Ins asso- ciated with the moment of inertia ...
... Mohr's - circle construction . ( Moment of inertia always is positive and so causes no difficulty . ) Figure 14.25 shows the convention and construction of the circle . The product of inertia Ins asso- ciated with the moment of inertia ...
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