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 ẞ . This is a more convenient T ση Tns β B T A sin B T T ...
... 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 ẞ . This is a more convenient T ση Tns β B T A sin B T T ...
Page 219
... acts on planes at 45 ° to the plane on which the tension acts ? What is the generalization of the result that for 7 alone the maximum tensile and the maximum compressive stress act on planes on which the shear stress is zero ( Fig ...
... acts on planes at 45 ° to the plane on which the tension acts ? What is the generalization of the result that for 7 alone the maximum tensile and the maximum compressive stress act on planes on which the shear stress is zero ( Fig ...
Page 236
... act on planes of zero shear stress ( see also Fig . 11.1 ) . as ẞ changes . These " principal stresses " σ , σ are not real principal stresses . As ... acts σn◅ 02 03 03 воз > 0 30 3 03 236 / INTRODUCTION TO MECHANICS OF DEFORMABLE SOLIDS.
... act on planes of zero shear stress ( see also Fig . 11.1 ) . as ẞ changes . These " principal stresses " σ , σ are not real principal stresses . As ... acts σn◅ 02 03 03 воз > 0 30 3 03 236 / INTRODUCTION TO MECHANICS OF DEFORMABLE SOLIDS.
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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