Introduction to Mechanics of Deformable Solids |
From inside the book
Results 1-3 of 94
Page 19
... stress and without volume change . The picture is very much like that for the yielding of structural steel ( Fig . 2.7 ) when the upper yield point is ignored and the work - hardening region after initial yield is flattened out . For ...
... stress and without volume change . The picture is very much like that for the yielding of structural steel ( Fig . 2.7 ) when the upper yield point is ignored and the work - hardening region after initial yield is flattened out . For ...
Page 154
... yield stress σo . A. When the extreme fiber stress ( the maximum stress ) just reaches σo , find the moments Y 1. M , 2. M , about the coordinate axes . B. When the beam is essentially fully plastic ( σo everywhere except the imme ...
... yield stress σo . A. When the extreme fiber stress ( the maximum stress ) just reaches σo , find the moments Y 1. M , 2. M , about the coordinate axes . B. When the beam is essentially fully plastic ( σo everywhere except the imme ...
Page 210
... yield point of the original material is to be found and if each test is continued well beyond initial yield to establish a T bạn A ( σaY T D oY / 2 210 / INTRODUCTION TO MECHANICS OF DEFORMABLE SOLIDS Yield Curves and Surfaces (in Stress ...
... yield point of the original material is to be found and if each test is continued well beyond initial yield to establish a T bạn A ( σaY T D oY / 2 210 / INTRODUCTION TO MECHANICS OF DEFORMABLE SOLIDS Yield Curves and Surfaces (in Stress ...
Other editions - View all
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