Introduction to Mechanics of Deformable Solids |
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Page 48
... perpendicular to the paper . The normal stress is perpendicular to this plane while the shear stress lies in the plane . Both components are said to act on the plane of cut . There is no great point in continuing to draw a large number ...
... perpendicular to the paper . The normal stress is perpendicular to this plane while the shear stress lies in the plane . Both components are said to act on the plane of cut . There is no great point in continuing to draw a large number ...
Page 236
... perpendicular to the direction of propagation of the light ) are respon- sible for the fringe patterns observed in ... perpendicular planes which are perpendicular to the plane on which σmax acts σn◅ 02 03 03 воз > 0 30 3 03 236 ...
... perpendicular to the direction of propagation of the light ) are respon- sible for the fringe patterns observed in ... perpendicular planes which are perpendicular to the plane on which σmax acts σn◅ 02 03 03 воз > 0 30 3 03 236 ...
Page 368
... perpendicular to a plane of symmetry , or in general a principal axis of the cross section may give rise to a very complex response . The neutral axis is not parallel to the axis of the bending moment at the cross section even for ...
... perpendicular to a plane of symmetry , or in general a principal axis of the cross section may give rise to a very complex response . The neutral axis is not parallel to the axis of the bending moment at the cross section even for ...
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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