Introduction to Mechanics of Deformable Solids |
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Page 152
... beam A 11 in.2 ) = 7.8 / PROBLEMS OF ACTUAL BEAMS IN PURE BENDING OR ENFORCED ROTATION 7.20 Consider a beam of uniform cross section which is symmetric about the xy plane but not the xz plane . A pure bending moment M is applied in the ...
... beam A 11 in.2 ) = 7.8 / PROBLEMS OF ACTUAL BEAMS IN PURE BENDING OR ENFORCED ROTATION 7.20 Consider a beam of uniform cross section which is symmetric about the xy plane but not the xz plane . A pure bending moment M is applied in the ...
Page 154
... beam is essentially fully plastic ( σo everywhere except the imme- diate vicinity of the neutral axis ) , find : 1. M20 2. Myo 7.28 The I beam described in Prob . 7.22 is forced to bend about an axis z parallel to the flange at the ...
... beam is essentially fully plastic ( σo everywhere except the imme- diate vicinity of the neutral axis ) , find : 1. M20 2. Myo 7.28 The I beam described in Prob . 7.22 is forced to bend about an axis z parallel to the flange at the ...
Page 434
... Beam loading ( see Load , on beam ) Beam simulation by assemblage , 135 , 144 , 151 , 152 Beam support , 333 , 335 Beam tie , 407 Bending , 5 , 330-352 analogy with torsion , 159 of assemblages , 111-143 four - element , 121 , 122 ...
... Beam loading ( see Load , on beam ) Beam simulation by assemblage , 135 , 144 , 151 , 152 Beam support , 333 , 335 Beam tie , 407 Bending , 5 , 330-352 analogy with torsion , 159 of assemblages , 111-143 four - element , 121 , 122 ...
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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