Introduction to Mechanics of Deformable Solids |
From inside the book
Results 1-3 of 21
Page
... Statically Determinate Assemblages 90 6.3 Statically Determinate Problems 94 6.4 Statically Indeterminate Assemblages 96 6.5 Illustrative Example of a Statically Indeterminate Sys- tem 99 Linear - elastic 101 Elastic - perfectly plastic ...
... Statically Determinate Assemblages 90 6.3 Statically Determinate Problems 94 6.4 Statically Indeterminate Assemblages 96 6.5 Illustrative Example of a Statically Indeterminate Sys- tem 99 Linear - elastic 101 Elastic - perfectly plastic ...
Page 90
... STATICALLY DETERMINATE ASSEMBLAGES The statically determinate two - bar assemblages shown in Fig . 6.1 provide the first set of examples . No restriction is placed on the material , on the area of cross section , or on the length of ...
... STATICALLY DETERMINATE ASSEMBLAGES The statically determinate two - bar assemblages shown in Fig . 6.1 provide the first set of examples . No restriction is placed on the material , on the area of cross section , or on the length of ...
Page 345
... statically determinate simply supported beam ; MA 0 , and RA is given by Eq . ( 14.4 : 27 ) as qL / 2 . If B is a fixed end and A is free , RA 0 , MA = 0 ; the beam is a statically determinate cantilever beam , ( see Fig . 14.8 ) ...
... statically determinate simply supported beam ; MA 0 , and RA is given by Eq . ( 14.4 : 27 ) as qL / 2 . If B is a fixed end and A is free , RA 0 , MA = 0 ; the beam is a statically determinate cantilever beam , ( see Fig . 14.8 ) ...
Other editions - View all
Common terms and phrases
applied assemblage axes axial force beam behavior cantilever centroid circumferential column compatibility components of stress constant creep cylinder deflection diameter direction displacement elastic-perfectly plastic elongation equations of equilibrium factor of safety free-body sketch homogeneous idealization increase inelastic initial interior pressure isotropic J₂ Kelvin Kelvin material limit linear Maxwell linear-elastic linear-viscoelastic linear-viscous load maximum Maxwell material modulus Mohr's circle neutral axis nonlinear normal stress outer P₁ P₂ perfectly plastic perpendicular plane plastic-limit principal stresses Prob problem pure bending radial radius ratio rectangular residual stress rigid end plates rotation shaft shear strain shear stress shell shown in Fig simple shear solution statically determinate steel stress and strain stress-strain curve stress-strain relations Suppose surface symmetry T₁ T₂ temperature tensile tensile stress thick-walled time-dependent torque torsion uniform unloading versus viscous yield curve yield stress Young's modulus zero ΕΙ σα σο στ