Introduction to Mechanics of Deformable Solids |
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Page 61
... act on and in these planes . In Fig . 4.1 , the area of the face on which the tension σ , acts is denoted by A ; the ... acts is A cos ẞ , and the area of the other face is A sin B. This is a more convenient T ση Tns ση β β В σημ Tng A ...
... act on and in these planes . In Fig . 4.1 , the area of the face on which the tension σ , acts is denoted by A ; the ... acts is A cos ẞ , and the area of the other face is A sin B. This is a more convenient T ση Tns ση β β В σημ Tng A ...
Page 233
... acts can be determined approxi- mately by inspection . As illustrated by the square element of Fig . 11.15a , if σo , the direction of σ in the absence of r would be the direction of the heavy arrow σr . The plane on which σ would act ...
... acts can be determined approxi- mately by inspection . As illustrated by the square element of Fig . 11.15a , if σo , the direction of σ in the absence of r would be the direction of the heavy arrow σr . The plane on which σ would act ...
Page 245
... acts and is at 30 ° to the plane on which the 35,000 psi acts ( shown by dashed lines ) . Be explicit on your sign convention . C. Check your results for ( B ) by summation of forces on a free - body sketch . 20,000 30 ° 7000 35,000 Fig ...
... acts and is at 30 ° to the plane on which the 35,000 psi acts ( shown by dashed lines ) . Be explicit on your sign convention . C. Check your results for ( B ) by summation of forces on a free - body sketch . 20,000 30 ° 7000 35,000 Fig ...
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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