Introduction to Mechanics of Deformable Solids |
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... Problem of Mechanics of Deformable Solids 1 1.2 Introduction to the Basic Problem of the Bar 4 1.3 Problems 6 2.1 Bars Tested in Tension 9 2.2 Reduction from Force to Stress and from Elongation to Strain 10 2.3 Idealizations of Time ...
... Problem of Mechanics of Deformable Solids 1 1.2 Introduction to the Basic Problem of the Bar 4 1.3 Problems 6 2.1 Bars Tested in Tension 9 2.2 Reduction from Force to Stress and from Elongation to Strain 10 2.3 Idealizations of Time ...
Page 6
... problem . Solutions will be sought to the stresses , strains , and displacements , or deflections , produced by axial force , twisting moment , bending moment , and shearing force . Most often , the three - dimensional ( x , y , z ) problem ...
... problem . Solutions will be sought to the stresses , strains , and displacements , or deflections , produced by axial force , twisting moment , bending moment , and shearing force . Most often , the three - dimensional ( x , y , z ) problem ...
Page 425
... problem statement have to be altered ? Discuss the problem now posed . 16.2 A. Extract the critical load P. for a cantilever column from your answer to Prob . 16.1B . B. Solve for P. as a classical stability ( eigenvalue ) problem ( Fig ...
... problem statement have to be altered ? Discuss the problem now posed . 16.2 A. Extract the critical load P. for a cantilever column from your answer to Prob . 16.1B . B. Solve for P. as a classical stability ( eigenvalue ) problem ( 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