## Introduction to mechanics of deformable solids |

### From inside the book

Results 1-3 of 31

Page 138

Elastic-perfectly plastic response In the examples with symmetry of the cross

section about both y and z, the

under pure bending moment Af2 (N = 0), coincides with the z axis at all times for

all ...

Elastic-perfectly plastic response In the examples with symmetry of the cross

section about both y and z, the

**neutral axis**, or axis about which rotation occursunder pure bending moment Af2 (N = 0), coincides with the z axis at all times for

all ...

Page 154

this

rectangle, y. The material of the beam is elastic-perfectly plastic, with yield stress

<70. A. When the extreme fiber stress (the maximum stress) just reaches a0, find

the ...

this

**neutral axis**z and the axis perpendicular to it, through the centroid of therectangle, y. The material of the beam is elastic-perfectly plastic, with yield stress

<70. A. When the extreme fiber stress (the maximum stress) just reaches a0, find

the ...

Page 371

14.24 Bending about any centroidal axis N - A. (a) Arbitrary axes y, z and y\, Z\\ (6

) principal axes v, f. where a and b are constants. The equation of the

y' = 0 now is expressed as aT = 0 = ay + bz or y = z a (14.9:5) Ordinarily, the ...

14.24 Bending about any centroidal axis N - A. (a) Arbitrary axes y, z and y\, Z\\ (6

) principal axes v, f. where a and b are constants. The equation of the

**neutral axis**y' = 0 now is expressed as aT = 0 = ay + bz or y = z a (14.9:5) Ordinarily, the ...

### What people are saying - Write a review

We haven't found any reviews in the usual places.

### Other editions - View all

### Common terms and phrases

applied assemblage axial force beam behavior centroid circumferential column compatibility components of stress conditions of deformation constant creep cross section cylinder deflection diameter direction displacement elastic-perfectly plastic elongation equations of equilibrium factor of safety free-body sketch fully plastic homogeneous idealization increase inelastic initial interior pressure isotropic Kelvin Kelvin material limit linear Maxwell linear-elastic response linear-viscoelastic linear-viscous load maximum Maxwell material modulus Mohr's circle neutral axis nonlinear nonlinear-viscous normal stress outer perfectly plastic perpendicular plane plastic deformation plastic-limit Poisson's ratio principal stresses Prob problem pure bending radial radius ratio rectangular residual stress rigid end plates rotation shaft shear strain shear stress shell simple shear solution statically statically determinate steel stress and strain stress-strain curve stress-strain relations Suppose surface symmetry temperature tensile stress thick-walled sphere thickness time-dependent torque torsion uniform unloading versus viscous yield curve yield stress zero