Introduction to Mechanics of Deformable Solids |
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Page 7
... shown on the figure the projection of the inclined bar on the horizontal is and on the vertical is e . A vertical force F is applied to the handle as shown . All accelerations are zero , and the weight of the bars may be neglected . A ...
... shown on the figure the projection of the inclined bar on the horizontal is and on the vertical is e . A vertical force F is applied to the handle as shown . All accelerations are zero , and the weight of the bars may be neglected . A ...
Page 111
... shown . Each of the bars 2 has a cross - sectional area A2 ; each of bars 3 has an area A3 . The bars are of equal length L , and their axes lie in the plane of the paper . They are pinned at one end to a rigid wall and at the other end ...
... shown . Each of the bars 2 has a cross - sectional area A2 ; each of bars 3 has an area A3 . The bars are of equal length L , and their axes lie in the plane of the paper . They are pinned at one end to a rigid wall and at the other end ...
Page 237
... shown on each face of the paral- lelepiped formed by parallel pairs of the three perpendicular planes . Those on the max face are labeled with a question mark . They ( and the correspond- ing cross shears ) must be zero if previous ...
... shown on each face of the paral- lelepiped formed by parallel pairs of the three perpendicular planes . Those on the max face are labeled with a question mark . They ( and the correspond- ing cross shears ) must be zero if previous ...
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Common terms and phrases
applied assemblage axes axial force beam behavior cantilever centroid circumferential column compatibility components of stress constant creep cylinder deflection diameter direction displacement elastic-perfectly plastic elongation equations of equilibrium factor of safety free-body sketch homogeneous idealization increase inelastic initial interior pressure isotropic J₂ Kelvin Kelvin material limit linear Maxwell linear-elastic linear-viscoelastic linear-viscous load maximum Maxwell material modulus Mohr's circle neutral axis nonlinear normal stress outer P₁ P₂ perfectly plastic perpendicular plane plastic-limit principal stresses Prob problem pure bending radial radius ratio rectangular residual stress rigid end plates rotation shaft shear strain shear stress shell shown in Fig simple shear solution statically determinate steel stress and strain stress-strain curve stress-strain relations Suppose surface symmetry T₁ T₂ temperature tensile tensile stress thick-walled time-dependent torque torsion uniform unloading versus viscous yield curve yield stress Young's modulus zero ΕΙ σα σο στ