Introduction to Mechanics of Deformable Solids |
From inside the book
Results 1-3 of 86
Page 24
... load , the largest load expected in normal operation . Even in the simplest examples , the establishment of the working load is not a trivial matter . Consider a clear - cut case such as a 10 - ton shop crane for general use which is to ...
... load , the largest load expected in normal operation . Even in the simplest examples , the establishment of the working load is not a trivial matter . Consider a clear - cut case such as a 10 - ton shop crane for general use which is to ...
Page 25
... load and in behavior under load . The factor of safety to be employed as well as the working load is under continual reexamination for the important classes of structures and machines . The value of the structure and the possible danger ...
... load and in behavior under load . The factor of safety to be employed as well as the working load is under continual reexamination for the important classes of structures and machines . The value of the structure and the possible danger ...
Page 103
... load R to some fraction of the load for first yield , RY , say Re RY 1.7 = Continuation of the loading beyond RY causes continued stretching of the tubes . The idealized tube which is yielding is doing so at constant stress σ02 and ...
... load R to some fraction of the load for first yield , RY , say Re RY 1.7 = Continuation of the loading beyond RY causes continued stretching of the tubes . The idealized tube which is yielding is doing so at constant stress σ02 and ...
Other editions - View all
Common terms and phrases
actual addition angle answer applied assemblage axes axial axis beam behavior bending circle circular column compatibility components compression compressive stress Consider constant creep cross section curve cylinder deflection deformation determined diameter direction displacement effect elastic equal equation equilibrium example Figure Find force given gives homogeneous idealization increase initial interior isotropic length limit linear linear-elastic load material maximum Maxwell modulus moment needed nonlinear normal obtained outer plane plastic positive pressure principal Prob problem produced pure radius range ratio replaced requires response result rotation shaft shear stress shell shown shows simple sketch solid solution steel strain stress-strain relations structural Suppose surface symmetry temperature tensile tension thickness thin-walled torsion tube twisting uniform unloading viscous yield zero