## Introduction to mechanics of deformable solids |

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Page 25

Most structural design involves far greater uncertainty in load and in behavior

under load. The

under continual reexamination for the important classes of structures and

machines.

Most structural design involves far greater uncertainty in load and in behavior

under load. The

**factor of safety**to be employed as well as the working load isunder continual reexamination for the important classes of structures and

machines.

Page 44

3.3 / FAILURE AND WORKING LOADS The discussion of failure, of

relevant for time-dependent behavior as well. A material does not know how it

has been ...

3.3 / FAILURE AND WORKING LOADS The discussion of failure, of

**factor of****safety**, and of working loads and stresses for time-independent behavior isrelevant for time-dependent behavior as well. A material does not know how it

has been ...

Page 87

5.2 Find the minimum thickness for a thin-walled sphere of 30 ft diameter to carry

an interior pressure of 150 psi gage with a

Give all steps explicitly. A. Mild steel similar to 1020 HR B. 2024-T4 5.3 At the ...

5.2 Find the minimum thickness for a thin-walled sphere of 30 ft diameter to carry

an interior pressure of 150 psi gage with a

**factor of safety**of 2 against yielding.Give all steps explicitly. A. Mild steel similar to 1020 HR B. 2024-T4 5.3 At the ...

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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