## Introduction to mechanics of deformable solids |

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Page 92

In each of the examples, at each instant of time, the force in each bar is

proportional to the

the properties of the material under uniaxial force. Calculations offer little difficulty

beyond ...

In each of the examples, at each instant of time, the force in each bar is

proportional to the

**applied**load. The deformations can be computed directly fromthe properties of the material under uniaxial force. Calculations offer little difficulty

beyond ...

Page 142

C. Assume a linear Maxwell material, with modulus Eif and viscous coefficient

Cm- A counterclockwise moment Mc is

previous parts of this question are known. Defining your notation carefully, ...

C. Assume a linear Maxwell material, with modulus Eif and viscous coefficient

Cm- A counterclockwise moment Mc is

**applied**. Suppose all the answers to theprevious parts of this question are known. Defining your notation carefully, ...

Page 206

A. N = 80,000 lb is

maintained constant. Ten hours later T = 14,000 ft-lb is

maintained constant along with N. At t = 25 hr, M = 190,000 in.-lb is

all are held ...

A. N = 80,000 lb is

**applied**first in an abrupt manner at time t = 0 and thenmaintained constant. Ten hours later T = 14,000 ft-lb is

**applied**abruptly andmaintained constant along with N. At t = 25 hr, M = 190,000 in.-lb is

**applied**, andall are held ...

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angle applied assemblage axial force beam behavior cantilever centroid circumferential column compatibility components of stress constant creep cross section cylinder dashpot deflection diameter direction displacement elastic-perfectly plastic elongation equation of virtual equations of equilibrium factor of safety free-body sketch 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 principal stresses Prob problem pure bending radial radius ratio rotation shaft shear center shear strain shear stress shell shown in Fig simple shear solution statically statically determinate steel strain rate stress and strain stress-strain curve stress-strain relations Suppose surface symmetry temperature tensile stress thick-walled thickness time-dependent torsion twisting uniform unloading versus viscous yield curve yield stress zero