## Introduction to Mechanics of Deformable Solids |

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Page 138

The centroidal -

= 0 for N = 0 ) brings to mind a previous and complementary result ( Sec . 2 . 3 ) .

If an axial force is to produce no bending , but just extension or contraction in a ...

The centroidal -

**axis**requirement for linear - elastic response to pure bending ( y= 0 for N = 0 ) brings to mind a previous and complementary result ( Sec . 2 . 3 ) .

If an axial force is to produce no bending , but just extension or contraction in a ...

Page 151

29 shows the much more difficult situation when the z

not an

stress distribution of triangular shape goes over gradually to the fully plastic ...

29 shows the much more difficult situation when the z

**axis**, or**axis**of bending , isnot an

**axis**of symmetry . For an elastic - perfectly plastic material , the elasticstress distribution of triangular shape goes over gradually to the fully plastic ...

Page 368

Bending about an

to a plane of symmetry , or in general a principal acis of the cross section may

give rise to a very complex response . The neutral

of ...

Bending about an

**axis**which is not an**axis**of symmetry , or an**axis**perpendicularto a plane of symmetry , or in general a principal acis of the cross section may

give rise to a very complex response . The neutral

**axis**is not parallel to the**axis**of ...

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### Common terms and phrases

acting actual addition angle answer applied approximation assemblage axial force axis beam behavior bending circle circular column combined compatibility components compression compressive stress Consider constant creep cross section curve deflection deformation determined direction displacement effect elastic equal equation equations of equilibrium example Find force given gives homogeneous idealization increase initial interior isotropic length limit linear linear-elastic load material maximum Maxwell modulus moment nonlinear normal obtained plane plastic positive pressure principal Prob problem produced pure radius range ratio relation replaced requires response result rotation shear stress shell shown shows simple sketch solution solved statically steel strain stress-strain relations structural substitution Suppose surface symmetry temperature tensile tension tion tube twisting uniform virtual viscous yield zero